INTERNATIONAL GEOSYNTHETICS SOCIETY - 11icg … · We encourage you to mark the important dates in...

Geosynthetics: Innovative Solutions forSustainable Development

11th

INTERNATIONALCONFERENCEON GEOSYNTHETICS

SEPTEMBER 16-21, 2018COEX, SEOUL, KOREA

www.11icg-seoul.org

Under the auspices ofINTERNATIONALGEOSYNTHETICS SOCIETY

Organized by

Supported by

3rd Announcement

11th

INTERNATIONALCONFERENCEON GEOSYNTHETICSMessage froM the 11ICg

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Contents

11th


Message from the 11ICG

11ICG Committee

Program-at-a-Glance

Invited Lectures

Technical Programs

Scientific Program

IGS Meetings

Social Events

Sponsors & Exhibitors

Registration

Accommodation

Tour Program

Conference Information

General Information

Daily Program

E-session

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03

04

05

08

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INTERNATIONALCONFERENCEON GEOSYNTHETICS Message froM the 11ICg

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Dear Colleagues and Friends,

On behalf of the organizing committee, it is with great delight that we welcome you to the 11th International Conference on Geosynthetics (11ICG) to be held at Coex in Seoul, Korea from September 16 to 21, 2018.

The Korean Geosynthetics Society (KGSS), the IGS Korea Chapter and host of the 11ICG, is expecting to attract more than 1,000 experts from over 100 countries. Currently, 475 Full Papers have already been received.

Under the theme of “Geosynthetics: Innovative Solutions for Sustainable Development,” a wealth of scientific programs has been prepared that will feature a wide selection of experts from geotechnical and geosynthetics professions.11ICG participants will be able to take advantage of a total of 63 sessions that will include invited lectures such as Giroud Lecture, welcome lecture, keynote lectures, prestigious lectures by distinguished experts, short courses and technical sessions.

The organizing committee has been working to build a solid, collaborative network with our sponsors and exhibitors, with unique opportunities available to showcase your products and services. With 3,645 square meters of exhibition space and about 100 companies expected, the 11ICG will be one of the largest gatherings of geosynthetics professionals in the world.

Our social events will offer festive moments for us to come together in a congenial atmosphere. Fine cuisine and inspiring entertainment will compose our receptions and dinners to reward ourselves of our efforts and accomplishments. A special technical visit and friendly soccer game will also be held for us to socialize, relax and build our friendships. We hope these social occasions will make for everlasting memories of the conference.

The 11ICG will be held in Seoul. With a history stretching back more than two thousand years, Seoul is also a rising global star as one of the world's most wired cities, ranked first in technology readiness. In Seoul you will experience millennia of royal palaces and historic sites among a futuristic backdrop of some of the world’s most innovative and daring architecture, such as the chicly designed Dior building or recently inaugurated 7017 Soullo Park.

We encourage you to mark the important dates in your calendar and follow our updates on the 11ICG website.

We welcome your support and look forward to seeing you at the 11ICG.

Sincerely yours,

Prof. Chungsik YooChair, Organizing Committee of 11ICGVice President, International Geosynthetics SocietyPresident, Korean Geosynthetics Society

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Organizing CommitteeChairChungsik Yoo (Korea)

Secretary GeneralInkyu Kang (Korea)

Vice Secretary GeneralDongwook Kim (Korea)

Sponsorship CommitteeChairSeung Cheol Baek (Korea)

Vice ChairsKyung-Hwan Koh (Korea)Jung-Geun Han (Korea)Heechul Kim (Korea)

Public Relations CommitteeCo-ChairsKwan-Young Cho (Korea)Kang-Il Lee (Korea)

MembersMin Hye Ahn (Korea)Nagyoung Kim (Korea)

Scientific CommitteeChairBumjoo Kim (Korea)

MembersYun-Tae Kim (Korea)Gigwon Hong (Korea)Young-Hoon Jung (Korea)

Program CommitteeChairHong Kwan Kim (Korea)

MembersKwang-Wu Lee (Korea)Myoung-Soo Won (Korea)

Planning CommitteeChairSeung-Kyong You (Korea)

11ICg CoMMIttee

MembersJungjo Yuu (Korea)Taesik Kim (Korea)Jongnam Do (Korea)

Exhibition CommitteeChairYoung Joon Kim (Korea)

MemberChoonglak Choi (Korea)

Finance CommitteeChairDae Young Lee (Korea)

MemberKyeong-Mo Kim (Korea)

Local Advisory CommitteeSung-Wan Hong (Korea)

Young-Su Chae (Korea)

Sam-Deok Cho (Korea)

Eun-Chul Shin (Korea)

Han-Yong Jeon (Korea)

You-Seong Kim (Korea)

Young-Yoon Kim (Korea)

Jae-Woo Ju (Korea)

Jungho Kim (Korea)

Yeon-Soo Jang (Korea)

Eunsu Lee (Korea)

International Advisory CommitteeCo-ChairsRussell Jones (UK)Eun-Chul Shin (Korea)

MembersRichard J. Bathurst (Canada)

Dennes T. Bergado (Thailand)

Heinz Brandl (Austria)

Daniele A. Cazzuffi (Italy)

Philippe Delmas (France)

J. P. Giroud (USA)

Erol Guler (Turkey)

Georg Heerten (Germany)

Robert M. Koerner (USA)

Ennio Marques Palmeira (Brazil)

Kerry Rowe (Canada)

Fumio Tatsuoka (Japan)

Martin Ziegler (Germany)

Jorge G. Zornberg (USA)

International Promotion CommitteeSam R. Allen (USA)

Abdelmalek Bouazza (Australia)

Gerhard Bräu (Germany)

Jacques Cote (Canada)

Ian Fraser (UK)

Warren Hornsey (Australia)

Chiwan Hsieh (Taiwan)

Colin J.F.P. Jones (UK)

Takeshi Katsumi (Japan)

Jacek Kawalec (Poland)

Jiro Kuwano (Japan)

Chris R. Lawson (Malaysia)

Peter Legg (South Africa)

Kent P. von Maubeuge (Germany)

Flávio Teixeira Montez (Brazil)

Nicola Moraci (Italy)

Elizabeth Peggs (USA)

Victor Eduardo Pimentel (Brazil)

K. Rajagopal (India)

Boyd J. Ramsey (USA)

Pietro Rimoldi (Italy)

Pedro Abad Santos (Spain)

Nathalie Touze-Foltz (France)

Chao Xu (China)

Edoardo Zannoni (South Africa)

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PrograM-at-a-gLanCe

SEP. 16 (SUN) SEP. 17 (MON) SEP. 18 (TUE) SEP. 19 (WED) SEP. 20 (THU) SEP. 21 (FRI)

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REGISTRATION & EXHIBITION & E-SESSION (09:00-17:30)




REGISTRATION (09:00-17:30)

WELCOMERECEPTION

PRESTIGIOUSLECTURE

GIROUD LECTURE

WELCOMELECTURE

SHORTCOURSE

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SHORTCOURSE

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SHORTCOURSE

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SHORTCOURSE

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SHORTCOURSE

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SHORTCOURSE

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SHORTCOURSE

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OPENINGCEREMONY

LUNCH

KEYNOTELECTURE 1

LUNCH

KEYNOTELECTURE 3

KEYNOTELECTURE 2

KEYNOTELECTURE 4

KEYNOTELECTURE 5

PARALLELSESSIONS

PARALLELSESSIONS

TECHNICAL VISIT& CULTURAL TOUR

SPECIALEVENT

BREAK /EXHIBITION OPENING

PARALLELSESSIONS

LUNCH

PARALLELSESSIONS

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PARALLELSESSIONS

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PARALLELSESSIONS

CLOSINGCEREMONY

PARALLELSESSIONS

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LUNCH

PARALLELSESSIONS

PARALLELSESSIONS

GENERALASSEMBLY

/ IGS AWARD

CONFERENCEDINNER

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* Program schedule may be subject to change.

June 152018

Pre-registration deadline

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InvIted LeCtures

l GIrOud LeCture l SeP. 17 (MON) / 09:30-10:30

Dr. Nathalie Touze-FoltzAntony Regional Center, National Research Institute of Science and Technology for Environment and Agriculture (IRSTEA), France

Healing the World: A Geosynthetics’ SolutionDoes the world know an unpreceded crisis or not? There seems to be no consensus on the answer. Clearly the situation, has greatly improved between the conditions of life between the 17th Century and nowadays in terms of food quality and quantity, water and water treatment, life expectancy, poverty, violence, environment, freedom, equality, education (the good old days were terrible!). However there remain a number of inacceptable situations around the world and improvements can still be performed. The world is a complex organism, experiencing numerous troubles: economic and financial crisis, environmental crisis, agricultural crisis, sanitary crisis, psychological and identity-related crisis, crisis of values and sense, political crisis. Facing a systemic crisis the solution has to be global. How can geosynthetics and the geosynthetics community contribute to the resolution of the crisis and help healing the world? Technology is usually emphasized but will not be sufficient. What are the values of the IGS on which we can rely? 35 years after the creation of the IGS, the objective of this Giroud lecture is to emphasize, through the analysis of recent lectures and papers the way geosynthetics contribute today to the resolution of the economic and financial crisis, bring solutions for the preservation of water resources, for feeding the world, mitigate natural disasters, preserve our environment, connect people, help them learn to live together according to universal human values.

SeP. 16 (SuN) / 17:00-17:50l PreStIGIOuS LeCture l

Prof. Fumio TatsuokaTokyo University of Science, JapanPast President, International Geosynthetics Society

Geosynthetic-reinforcement technology in railway Applications - from Walls to BridgesThis lecture reports various types of geosynthetic-reinforced soil (GRS) structures developed and constructed mainly for ordinary and high-speed railways for the last thirty years in Japan. Based on extensive research during 1980’s, GRS Retaining Wall (RW) with full-height rigid (FHR) facing was developed. The FHR facing is constructed firmly connected to the wrapped-around wall face of GRS wall after the deformation of supporting ground and reinforced backfill has taken place sufficiently. The first wall was constructed in 1989 and the total wall length became more than 170 km in 2017. In the early 1990’s, based on this GRS RW technology, GRS Bridge Abutment supporting a bridge girder via a hinge bearing on the top end of the FHR facing of a GRS RW was developed. More than 60 have been constructed. In the early 2000’s, based on GRS Bridge Abutment technology, GRS Integral Bridge was developed, where both ends of a continuous girder are integrated to the top ends of a pair of FHR facings of GRS RW. Five with the longest span being 60m have been constructed by 2014. GRS Box Culvert, integrated to GRS RWs on the both sides, and GRS Tunnel Exit Protection were also developed and constructed. In addition to those described above, for a new high-speed railway (Nagasaki Line) in Kyushu Island, Japan, which is now under construction, a number of these GRS structure types are under construction, or to be constructed: i.e., GRS RWs for a total length of 4,988 m; 80 GRS Bridge Abutments; seven GRS Integral Bridges with the longest span being 40 m; and 55 GRS Tunnel Exit Protections. Importantly, most of these GRS structures are constructed in place of conventional type structures (i.e., sloped unreinforced embankments; cantilever RC RWs; RC bridge abutments with unreinforced backfill supporting a girder via bearings; and ordinary simple-supported bridges with unreinforced backfill; and RC tunnel exit structures). This report summarizes lessons learned from research, experiences with planning, design and construction and performance of these GRS structures.

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InvIted LeCtures

Geosynthetic Liners: Conceptions and MisconceptionsThis lecture highlights the importance of carefully considering the implications of design and construction decisions in ensuring good long-term liner performance. It explores some common well-understood concepts and then examines the misconceptions that can arise and their implications. It highlights the importance of selecting the geosynthetic materials considering the overall performance of the barrier system and the effect of interactions between the many different geosynthetics and other components of a barrier system. It demonstrates how what may first appear obvious is not always as one expects.

l KeYNOte LeCture 1 l

Prof. R. Kerry RoweGeoEngineering Centre at Queen’s-RMC, Queen’s University, Kingston, ON, Canada

SeP. 17 (MON) / 11:50-12:40

reinforcement with Geosynthetics - How they Work in SoilDepending on the application, the mode of action of geogrids is based on different action mechanisms: these are the membrane effect, the pullout behavior and the constraining effect. Both the frequently described interlocking effect and the confining effect can be subsumed under the constraining effect. After a short explanation of the above mechanisms, some of the most important applications using geosynthetic reinforcement such as steep slopes and walls, bridge abutments, base courses, geosynthetic-encased sand columns or pile-like elements in extremely soft soil are described and the dominant action mechanism is assigned to the respective application. In most applications of geosynthetic reinforcements, however, the constraining mechanism comes into effect. This effect leads to a change of the state of stress in the soil towards a more isotropic stress state. As this reduces the ratio of deviator to isotropic stress, the soil can accommodate a significantly higher load at lower deformations than would be possible without the geogrid. This is impressively shown in laboratory tests.


Prof. Martin ZieglerGeotechnical Engineering and Institute of Foundation Engineering, Soil Mechanics, Rock Mechanics and Waterways Construction, RWTH Aachen University, Germany

SeP. 17 (MON) / 13:40-14:30

SeP. 17 (MON) / 14:30-15:20

Geosynthetics for Natural disaster Prevention and Mitigation -Japanese Challenge-Japan is a country of a variety of serious natural hazards. It is composed of many islands and has long coastlines. The islands are mostly mountainous with volcanos. As Japan is located on the four earth’s crusts, there are numerous active faults which cause unstable natural slopes and, of course, strong earthquakes. Japan has been repeatedly hit by earthquakes, some of which induced tsunamis. Japan often suffers heavy rains caused by weather fronts, typhoons and their combinations. Due probably to the global warming, the number of sudden downpours is increasing. Japan is affected by about 10 typhoons annually, which cause not only heavy rains but also high waves causing damage of coastlines. Application of geosynthetic technology has increased in Japan because of its high strength and durability. This lecture introduces Japanese challenges to utilize geosynthetic technologies to mitigate natural disasters. It covers reinforced embankments resisting overtopping caused by tsunami and river flood, geotubes for coastal protection especially for Japanese severe environment such as high waves, reinforced soil wall and/or geonet for rock fall protection works, and recent challenges to natural hazards.


Prof. Jiro KuwanoSaitama University, Japan

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InvIted LeCtures

Geosynthetics in roadways: Advances with Significant Impact in Sustainable developmentThe world’s roadway systems are so extensive that if combined, their total length would encircle the Earth over 1,600 times. Geosynthetics have provided sustainable alternatives in roadway projects, which currently represent a significant portion of the total geosynthetics market. Yet, geosynthetics are still employed in a small fraction of roadway projects worldwide. Accordingly, the opportunities to achieve sustainability benchmarks by increasing the presence of geosynthetics in roadways are, simply, enormous. This paper presents recent advances in two groups of roadway applications involving geosynthetics. The first group involves already established applications for which selection of geosynthetics has been challenged by the need to identify relevant serviceability-based properties. This includes geosynthetics applications such as the mitigation of reflective cracking in asphalt overlays, separation, base stabilization for base course thickness reduction, and subgrade stabilization for increased road design life. The second group involves new applications where geosynthetic have been found to result in significantly enhanced roadway performance. This includes the use of geosynthetics in pavement preventive maintenance strategies, base stabilization to mitigate problems with expansive clay subgrades, and enhanced lateral drainage in sites where the water table is high. The gains in sustainability by each of these roadway applications are ample, and their overall impact on sustainable development are unmatched when considering the significant extension of roadways that can benefit from geosynthetics.


Prof. Jorge G. ZornbergThe University of Texas at Austin, USA

SeP. 17 (MON) / 15:40-16:30

Global Challenges, Geosynthetic Solutions and Counting CarbonOur planet is experiencing unprecedented change: Population is increasing, resources are being depleted and the climate is changing. The global challenge is to provide an acceptable standard of living for all without using up natural resources and causing irreparable damage to the planet’s climate. The recent United Nations programme Transforming our world: the 2030 Agenda for Sustainable Development came into effect in January 2016. This establishes 17 Sustainable Development Goals, which will guide the decisions taken by nations and organisations over the next 15 years. These include: ensuring availability and sustainable management of water and sanitation for all; building resilient infrastructure to promote inclusive and sustainable industrialization; making cities and human settlements inclusive, safe, resilient and sustainable; and ensuring sustainable consumption and production patterns. Each country and region faces specific challenges in pursuit of sustainable development. A key driver for changing behaviour is climate change. At the 2015 United Nations Climate Change Conference, Paris, a global agreement by 196 parties was made to set a goal of limiting global warming to less than 2 degrees Celsius compared to pre-industrial level by controlling anthropogenic greenhouse gas emissions. This agreement became legally binding in April 2016 and it is expected that all signatory countries will establish policies and adopt practices that deliver sustainable development.Against this backdrop of international agreements and goals, the geosynthetics industry has the potential to play a prominent role in providing solutions that help to deliver the vision of global sustainable development. The lecture will discuss the drivers for change in the way infrastructure is delivered and will challenge the geosynthetics industry to play a key role in reducing carbon emissions and dealing with the consequence of climate change. As an example, it will detail a framework for calculating embodied carbon of construction solutions that incorporate geosynthetics and in comparison to other solutions, present case studies and highlight the common pitfalls of such analyses.


Prof. Neil DixonSchool of Civil and Building Engineering Loughborough University, UK

SeP. 17 (MON) / 16:30-17:20

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teChnICaL PrograMs

Short Course 1 (SeP. 16 (SuN), 09:00-17:00)

CourseBasal Reinforced Piled Embankments

Course leaderDr. S.J.M. van Eekelen

InstructorsDr. Suzanne van Eekelen (Deltares, Netherlands)Dr. Lars Vollmert (BBGEO / Naue)

Bookvan Eekelen, S.J.M. and Brugman, M.H.A. (Eds).Design Guideline Basal Reinforced Piled Embankments.CRC Press / Balkema, ISBN 9789053676240.

A piled embankment consists of an embankment on a pile foundation. In a basal reinforced piled embankment, the embankment is reinforced at its base with a geosynthetic reinforcement. A piled embankment can be built quickly, the influence on adjacent sensitive objects is limited and residual settlements are prevented. An increasing number of piled embankments are being constructed worldwide, every year.

In the course, the load distribution and load-deformation mechanisms of a basal reinforced piled embankment will be fully explained. All aspects of design and construction will be discussed.

The course is based on the 2016 Design Guideline Basal Reinforced Piled Embankments.

After following this course, you will be able to:ㆍjudge whether a piled embankment is an interesting solution in a certain case, and determine its limitations and the differences with other systems;ㆍrecognize the mechanisms that are decisive for design and which issues are of importance;ㆍapply the 2016- design guideline basal reinforced piled embankments, including the design of the geosynthetic reinforcement;

This course will be presented with the book titled ‘Design Guideline Basal Reinforced Piled Embankments.’ If you are interested in buying the book, please check the “Book Purchase” box through the online system when you register in the course. Payment for the book will be required onsite at the conference. Discounts are shown in the online system.

Short Course 2 (SeP. 16 (SuN), 09:00-17:00)

CourseGeosynthetic-Stabilized Roads: from Mechanisms to Applications

Course leaderJie Han

InstructorsJP Giroud (J. P. Giroud, Inc., France)Jie Han (University of Kansas, USA)Erol Tutumluer (University of Illinois at Urbana-Champaign, USA)Mike Dobie (Tensar International)

This course addresses unpaved and paved roads stabilized with geosynthetics such as geotextiles, geogrids and geocells. The course examines the mechanisms associated with the use of geosynthetics to stabilize a road structure, provides design procedures to quantify the benefits of geosynthetics for road applications, presents case histories to demonstrate the use of geosynthetics to solve challenging road problems, and discusses the relevance of tests and trials incorporating geosynthetic-stabilization to real roads.

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teChnICaL PrograMs

training Lecture 1 (SeP. 18 (tue), 11:00-12:30)

Geosynthetic reinforced embankments on Soft FoundationsRobert D Holtz (University of Washington, USA)

The design and construction of embankments on very soft foundations is one of most challenging geotechnical problems. Soil reinforcement with geosynthetics is often the only economical solution, and some projects cannot be constructed without geosynthetics. The course begins with a brief overview of conventional treatments for soft ground construction. Some early case histories, mostly failures, are described that provided valuable lessons and concepts. Next analysis and design procedures are outlined, along with the selection of the required properties for the geosynthetics and embankment soils. Sample specifications, cost considerations, as well as inspection and instrumentation are also described. Because proper construction is so critically important for success of these projects, a detailed discussion of construction procedures completes the course. Detailed lecture notes and copies of the course slides will be provided.

training Lecture 2 (SeP. 18 (tue), 16:00-17:30)

designing with Geosynthetic Clay LinersA. (Malek) Bouazza (Monash University, Australia)

This training lecture will provide practical technical information for designing environmentally sound and economical waste containments covers and liners using GCLs. It will improve the ability to select and properly engineer materials by learning about the types of GCLs and their properties and applications; learn about their hydraulic, gas and chemical compatibility properties, strength properties and design parameters.

training Lecture 3 (SeP. 19 (Wed), 09:00-10:30)

design and Construction of Very High tiered reinforced Soil retaining Walls in difficult ConditionsRajagopal Karpurapu (Indian Institute of Technology Madras, India)

This lecture will cover the topic of design and construction of tiered reinforced soil retaining walls. This lecture will review the different methods available for their design and compare them against the results from systematic finite element analyses. The results will be illustrated against observed performance of constructed tiered walls. The case histories of different tiered walls will be presented. The results from global stability analyses of these walls will be used to demonstrate the importance of the length of reinforcement layers in the upper tiers. The construction procedure will be explained from a case study of 41 m high and 4-tier wall in India. The lecture will explain the special laboratory tests performed to determine the connection strength between the blocks and the reinforcement layers. The special care taken to prevent the surface runoff from infiltrating into the backfill soil will be highlighted.

training Lecture 4 (SeP. 20 (tHu), 09:00-10:30)

Pavement Structures reinforced with GeosyntheticsKrystyna Kazimierowicz-Frankowska (Polish Academy of Sciences, Institute of Hydro-Engineering, Poland)

Geosynthetics are especially popular in road engineering as reinforcement to strengthen new pavements and to rehabilitate existing road structures. Geosynthetic layers are incorporated into bituminous and/or aggregate layers, and road subgrade. The Session will consist of two parts entitled: (1) Reinforcement in pavement structures including the methods and mechanisms of geosynthetic reinforcements in different kinds of pavements and experimental investigations; (2) Extension of the pavement structure lifetime by inclusion of geosynthetics layers considering the influence of pavement condition (structure with or without cracks) on the beneficial effects of reinforcement, the effectiveness of geosynthetics layers in delaying the propagation of reflective cracks, and limiting road structure deformation under large numbers of traffic loads.

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Special Session 1 (SeP. 18 (tue), 09:00-10:30)

Geotechnical and Hydrologic engineering for a New Integrated Natural disaster Management of Water InfrastructuresOrganizer: Dong-Hoon Shin (K-water, Korea)

As threat of natural disasters in Korea are increasing due to climate change and ageing of infrastructures, a new technology for integrated natural disaster management of water infrastructures, such as dam and levee, is strongly requested for quick and accurate prevention or response to natural disasters. In this regard, the session will present and discuss new approaches to real-time safety evaluation system in which geotechnical, hydrological technologies are introduced based on new advanced monitoring system. A new evaluation method of degree of ageing of water infrastructures will be also proposed and discussed.


Stabilisation Function of GeosyntheticsOrganizer: Jacek Kawalec (Tensar International, Poland)

Stabilization of aggregate as new function unlike to well described and characterized function as reinforcement will need discussion on standard test procedures. New definition was recently approved by ISO TC221 and will need understanding on basic differences from reinforcement. Several researches papers on stabilization, mainly in road and railway applications could be a good foundation for specific session at conference.


electrokinetic Geosynthetics and electro-osmosisOrganizer: Yan-feng Zhuang (Wuhan University, China)

Dredging and sludge treatment attract more and more attentions with the growing concern of environmental issues. Electro-osmosis is an efficient technique for dewatering and consolidation. Electrokinetic Geosynthetics (EKG) provide a new category of geosynthetics product, which has great potential of application. Lots of research has been going on around this area all over the world. There are great progresses as well as new challenges on the application of EKG and electrokinetic technique in geotechnical and geoenvironmental engineering. It could be an interesting topic to communicate and to inspire more enthusiasms in innovation of geosynthetics.


Geosynthetics for Countermeasures against Nuclide ContaminationOrganizer: Takeshi Katsumi (Kyoto University, Japan)

The proposed session will be dedicated to the recent innovative technological developments and applications of geosynthetics to be used against nuclide contaminations. Since Fukushima Daiichi Nuclear Power Plant accident at 2011, variety of innovative technologies on geosynthetics engineering was implemented to overcome against nuclide contaminations. They include numerous temporary storage sites using the geomembranes and GCL, several challenges of immediate installations over soft grounds, application of hydraulically-impervious and air-permeable geosynthetics, and geosynthetics implementation at the site of damaged nuclear power plants to prepare nuclear decommissioning. Besides, the contributions which are not related to Fukushima recovery are strongly welcomed to exchange ideas and experiences. The session will be organized by IGS Japan Chapter as well as IGS Technical Committee on Barrier Systems.

teChnICaL PrograMs

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Special Session 5 (SeP. 19 (Wed), 11:00-12:30)

Innovative Materials & technologies for the Sustainable CityOrganizer: Kyu-Nam Jin (Korea Land & Housing Corporation, Korea)

Responding national disaster safety management policies in preparation for natural disasters such as recent earthquakes in Gyeongju / Pohang and abnormal weather and sharing issues and looking for a solution through the pilot project of related core technology based on public demand and system maintenance to create a sustainable land environment so that citizens can enjoy safe and convenient life(Feasibility of bio-sealing and surface protection techniques, An analysis on the effect of LID test-bed, application of element technology for urban disaster prevention, Self Healing Capability of Concrete)

IGS technical Committee Session 1 (SeP. 18 (tue), 11:00-12:30)

Geosynthetic Barriers - Current Hot topicsOrganizer: Kent P. von Maubeuge (NAUE GmbH & Co. KG, Germany)

The IGS has planned a workshop on hot topics in the field of Geosynthetic Barriers in June 2018 in Munich. The discussions of the workshop will be summarized during the 11ICG and will be open for new discussion as well as new ideas of hot topics as geosynthetic barriers play an important role for environmental protection.

IGS technical Committee Session 3 (SeP. 19 (Wed), 09:00-10:30)

drainage and Filtration for reinforced Soil WallsOrganizer: Pietro Rimoldi (Consultant, Italy)

The Session will be organized jointly by IGS Technical Committees TCF - TCH - TCR. Many Authors have shown that lack of drainage and filtration problems are the main causes of failure of reinforced soil structures.The Session is aimed to discuss this very important aspect of the design of reinforced soil structures, presenting the state-of-the-art on the argument.

IGS technical Committee Session 4 (SeP. 20 (tHu), 09:00-10:30)

New design and research Approaches for Fundamental Geosynthetic: Soil reinforcement ApplicationsOrganizer: Gerhard Bräu (Technical University of Munich, Germany)

The IGS TC-Reinforcement session demonstrates fundamental well-known applications (slopes and walls, base courses and veneer covers) where the design and the understanding of the interaction of soil and geosynthetic reinforcement have increased enormously in recent years. Advances in probabilistic approaches, behaviour at small deformation and seismic behaviour are shown to better represent the true performance of geosynthetic-soil structures and thus lead to safer and more cost-effective construction.

teChnICaL PrograMs

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discussion Session (SeP. 19 (Wed), 11:00-12:30)

Wrinkles, Bridging, uplift and Ballasting during Liner InstallationOrganizer: Ian D. Peggs (I-CORP INTERNATIONAL, Inc., USA)

There have recently been a number of geomembrane liner installation projects involving ponds and dams where concern has been expressed about the occurrence of bridging, wrinkles, wind uplift, and associated ballasting. For instance most liner installation projects state that there shall be no bridging in corners or at the toes of slopes. Where there are wide swings in temperature, bridging can appear and disappear. Is it important that bridging be removed if it occurs at the lower installation temperatures when pond filling will occur at higher temperatures and service temperatures will be higher when no bridging is observed? Is bridging worse than an area of repair extrusion welds? Can bridging be resolved by ballasting the liner until it touches the ground? For all materials? How do we repair wrinkle-type bridging along a seam?At the high end of installation temperatures wrinkles can occur. At what size/geometry do they become unacceptable? Height more than twice the width? When they can flop over? How do we repair wrinkles? Or how do we prevent them forming in the first place?Ballasting can clearly be used to prevent/minimize movement of the geomembrane both laterally and vertically. Typically, when ponds are to be empty as a part of their operating cycle ballast unit weights and their distribution are defined by the project engineer. However, this is typically to prevent wind uplift rather than to manage expansion (wrinkles) and contraction (bridging). But who is responsible for ballast placement during liner installation? Certainly the installer is responsible for ballasting to prevent the liner from blowing away altogether, but is the installer, the engineer, or are both of them responsible for ballasting for the management of wrinkles and bridging?

IGS Young Members Session (SeP. 18 (tue), 13:30-15:30)

Wrinkles, Bridging, uplift and Ballasting during Liner Installation

The IGS Young members committee with the support of the IGS Korean Chapter have facilitate and organized the IGS Young Members Forum, a technical panel session that is dedicated to young members of the IGS to present their technical papers. The requirement to present in the session was that through a call of submission of proposals and papers to which over 35 technical papers were received from young members all over the globe. A preliminary international panel of reviewers was selected to evaluate the papers and based on the marks obtained by each paper, and with the intention to ensure a good balance between candidates from the various regions where the IGS is present, the jury selected 10 papers and presenters. The selection criteria included amongst other things originality of concept or application, quality of information and relevance of work or objectives.The jury who will assess and pick a winner of the 10 technical papers to be presented in the forum have been chosen to include a diverse group of experts including young members;

1. Nathalie Touze-Foltz2. Gerhard Bräu3. Dongwook Kim4. Laura Carbone5. Ian Scotland

Based on the technical content and the quality of the presentation the jury will select the winner of the contest. The selected young member winner will be announced at the General Assembly of IGS on Sep. 19 and will be invited to present her/his lecture to the full audience at the Closing Ceremony of the 11ICG.

11th


13

SeP. 16 (SuN) SeP. 17 (MON)

reGIStrAtION(09:00-17:30)

reGIStrAtION / exHIBItION(09:00-17:30)

09:00

SHOrt COurSe

1

SHOrt COurSe

2

09:00OPeNING CereMONY

09:30

GIrOud LeCtureHealing the World: A Geosynthetics Solution

(Nathalie Touze-Foltz)

10:30BREAK

10:30BREAK / EXHIBITION OPENING (1F, B2 Hall)

11:00

SHOrt COurSe

1

SHOrt COurSe

2

11:00

WeLCOMe LeCture

11:50KeYNOte LeCture 1

Geosynthetic Liners: Conceptions and Misconceptions(R. Kerry Rowe)

12:30

LUNCH

12:40

LUNCH

13:30

SHOrt COurSe

1

SHOrt COurSe

2


Reinforcement with Geosynthetics - How They Work in Soil(Martin Ziegler)


Geosynthetics for Natural Disaster Prevention and Mitigation(Jiro Kuwano)15:00

BREAK 15:20

BREAK15:30

SHOrt COurSe

1

SHOrt COurSe

2


Geosynthetics in Roadways: Advances with Significant Impact in Sustainable Development(Jorge G. Zornberg)


Global Challenges, Geosynthetic Solutions and Counting Carbon(Neil Dixon)17:00

PreStIGIOuS LeCture

17:5018:00

WeLCOMe reCePtION(18:00-20:00)

* The program is subject to change

sCIentIfIC PrograM

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14

SeP. 18 (tue)

reGIStrAtION / exHIBItION / e-SeSSION(09:00-17:30)

09:00 s01Geosynthetics Encased Stone

Column

s02Durability and Long Term Performance - Reinforcement

s03Roads and Railways

Applications - Railway

Application

s04Properties and

Testing - Liners

ss1Special Session (K-water)

'Geotechnical and Hydrologic Engineering for a New Integrated Natural Disaster Management of

Water Infrastructures'

s05Ground

Improvement - Reinforced Foundation 1

10:30BREAK

11:00 s06Ground

Improvement - Reinforcement 1

Igs tC1Barrier Systems


Applications - Road Application 1

s08Filtration, Drainage and Erosion Control

- Erosion Control

ss2Special Session'Stabilisation Function of

Geosynthetics'

tL1Training Lecture'Geosynthetic

Reinforced Embankments on Soft Foundations'

12:30

LuNCH / IGS MeetINGS

13:30 s09Ground

Improvement - Model and

Laboratory Testing

s10Soil-Geosynthetic

Interaction - Interface Behavior 1

s11Reinforced Walls and

Slopes - Analysis and

Modeling 1

s12Case Histories

- Barrier Systems

ss3Special Session'Electrokinetic

Geosynthetics and Electro-osmosis'

YsIGS Young Members

Session

15:30BREAK

16:00 s13Ground

Improvement - Vertical Drain

s14Sustainability and Green Technology

Applications

s15Reinforced Walls

and Slopes - Case Study 1

Igs tC2Stabilization

ss4Special Session

'Geosynthetics for Countermeasures against Nuclide Contamination'

tL2Training Lecture'Designing with

Geosynthetic Clay Liners'

17:30BREAK BREAK

18:00

SPeCIAL eVeNt(18:00-20:00)

sCIentIfIC PrograM

tL: Training Lecture / SS: Special Session / IGS tC: IGS Technical Committee Session


11th


15

SeP. 19 (Wed)

reGIStrAtION / exHIBItION / e-SeSSION(09:00-17:30)

09:00 s16Ground


Igs tC3Hydraulic

Applications

s17Properties and

Testing -Reinforcement 1


Applications - Road Application 2


Interaction - Pullout and

Reinforcement

tL3'Design and

Construction of Very High Tiered Reinforced Soil

Retaining Walls in Difficult Conditions'

10:30BREAK

11:00 s20Ground

Improvement - Reinforced Foundation 2

ss5Special Session

(LH)'Innovative Materials

& Technologies for the Sustainable City'

s21Reinforced Walls

and Slopes - Analysis and

Modeling 2

dsDiscussion Session'Wrinkles, Bridging, Uplift and Ballasting

during Liner Installation'

s22Coastal and River

Protection

s23Barrier Systems 1

12:30


13:30 Cs1Turkish

Chapter Paper Session

s24Filtration, Drainage and Erosion Control

- Drainage

s25Reinforced Walls

and Slopes - Design and

Construction Issues


s27General Geotechnics

- Foundations, Slopes and

Retaining Walls

s28Innovative Uses

and New Developments 1

15:3015:40

GeNerAL ASSeMBLY ANd IGS AWArdS

17:00

18:00

CONFereNCe dINNer(18:00-21:00)


sCIentIfIC PrograM


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16

SeP. 20 (tHu) SeP. 21 (FrI)

reGIStrAtION / exHIBItION(09:00-17:30)

09:00 IgsKorea Session

(in Korean)

tL4Training Lecture

'Pavement Structures

Reinforced with Geosynthetics'

Igs tC4Soil

Reinforcement


Interaction - Soil-Geosynthetic Interface Behavior 2

s30Ground


s31Filtration,

Drainage and Erosion Control

- Filtration

teCHNICAL VISIt &

CuLturAL tOur

(09:00-17:00)

10:30BREAK


(in Korean)

s32Basal

Reinforced Piled Embankment

s33Innovative

Uses and New Developments 2

s34Durability and

Long Term Performance

- Barrier

s35Hydraulic

Applications

s36Properties and

Testing - Reinforcement 2

12:30



(in Korean)

Cs2Indian

Chapter Paper Session

s37Reinforced Walls

and Slopes - Seismic

Consideration


s39Reinforced Walls

and Slopes - Case Study 2

s40General

Geotechnics - Material

Characterization and Analysis

15:3015:40

CLOSING CereMONY

16:10

sCIentIfIC PrograM



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17

dAte tIMe MeetING

SeP. 15 (SAt) 09:00 - 18:00 IGS Officers Meeting

SeP. 16 (SuN) 09:00 - 18:00 IGS Council Meeting

20:30 - 21:30 IGS Corporate Reception

SeP. 17 (MON) 12:30 - 14:00 IGS Chapter President’s Meeting

12:30 - 14:00 TC Hydraulics

12:30 - 14:00 IGS Young Members Leadership Meeting

16:00 - 16:30 TC Leadership

SeP. 18 (tue) 12:30 - 14:00 IGS Chapter Secretaries Meeting

12:30 - 14:00 TC Filtration

SeP. 19 (Wed) 12:30 - 14:00 TC Reinforcement

SeP. 20 (tHu) 12:30 - 13:30 TC Barriers

16:00 - 18:00 IGS Council Meeting

19:30 - 23:00 Council Dinner (Invitation of Korean Chapter)

SeP. 21 (FrI) 09:00 - 18:00 IGS Council Meeting

10:30 - 12:30 IGS Regional Activities Committees (4 breakout rooms)

Open to all IGS Members - Concurrent meetings

13:30 - 16:30 IGS Council Committee Meetings (4 breakout rooms)

Open to all IGS members - Corporate, Communications, Education - Concurrent meetings

SeP. 22 (SAt) 09:00 - 16:00 IGS Council Meeting

Igs MeetIngs

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18

soCIaL events

WeLCOMe reCePtION(Sep. 16, Sun, 18:30-20:00)

Celebrate your first day of the conference with all participants at the 11ICG Welcome Reception. Enjoy together with colleagues from all over the world. Entrance is included in the registration fee.

CONFereNCe dINNer(Sep. 19, Wed, 18:00-20:00)

Please join us and share an unforgettable evening. The conference dinner will be the ideal place for networking among participants. Enjoy the climax of 11ICG with an impressive dinner and performance.

OPeNING CereMONY(Sep. 17, Mon, 09:00-09:30)

The opening ceremony will mark the official beginning of the 6-day conference.

SPeCIAL eVeNt (ICG FOOtBALL)(Sep. 18, Tue, 18:00-20:00)

ICG will hold its traditional soccer game as a special event for participants to let off steam and build friendships.

CLOSING CereMONY(Sep. 20, Thu, 15:50-16:20)

Farewell to all participants at the closing ceremony. Hope to meet all of you in the next ICG Conference.

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19

Our Sponsors * As of May, 2018

dIaMond

PLatInuM

goLd

sILver

bronZe

sPonsors & exhIbItors

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exhibition Booth Layout


89 90

91 92

1

34

33

35

36

50

49

66 51

5265

32

31

30

2829

38

39

37

47

46

48

63

62

54

55

5364

60

59

57

58

5661

44

43

41

42

4045

1926

25

24

27

345678910111213 214151617

8079787776757473727170696867 81 82 83 84

4 booths

2 booths

1 booths

* Booth Size: 3m x 3m

INTERNERLOUNGE

SEMINAR ROOM

85 86

87 8321

22

18

89 90

91 92

1

34

33

35

36

50

49

66 51

5265

32

31

30

2829

38

39

37

47

46

48

63

62

54

55

5364

60

59

57

58

5661

44

43

41

42

4045

1926

25

24

27

345678910111213 214151617

8079787776757473727170696867 81 82 83 84

4 booths

2 booths

1 booths

* Booth Size: 3m x 3m

INTERNERLOUNGE

SEMINAR ROOM

85 86

87 8321

22

18

Our exhibitorsCompany Country Booth No.ACE INSTRUMENT CO., LTD Korea # 69AHA WATERPROOFING TECHNOLOGY CO., LTD Korea # 80ANHUI HUIFENG NEW SYNTHETIC MATERIALS CO.,LTD China # 47ATARFIL MIDDLE EAST FZE UAE # 6AXTER SAS France # 49/50BASISSOFT, INC. Korea # 44BEAULIEU FIBRES INTERNATIONAL Belgium # 14BRAVOGRID ENTERPRISE CO., LTD Taiwan # 13CHARANKATTU COIR MFG CO P LTD India # 90CHEMIUS KOREA, CO., LTD Korea # 31CONCRETE CANVAS LTD UK # 54/55DAEHAN I.M CO., LTD Korea # 28DAEJUNG COMPANY LTD. Korea # 78/79DENVER KOREA Korea # 77DUPONT DE NEMOURS(LUXEMBOURG) SARL Luxembourg # 35ECOWEB GEOCELLULAR SYNTHETICS CO., LTD. China # 36EXT. LTD Korea # 30FEICHENG LIANYI ENGINEERING PLASTICS CO., LTD China # 21FITI TESTING & RESEARCH INSTITUTE Korea # 40/41GARWARE WALL ROPES LIMITED India # 67GECO INDUSTRIAL CO., LTD Korea # 52GEOMAS GEOKOMPOZIT Turkey # 15GEONIA Korea # 22GOLDEN POW Korea # 5GRIPPLE LTD UK # 87GSE ENVIRONMENTAL USA # 18HAINING JIHUA COMPOSITE MATERIAL CO.,LTD. China # 46HANFORCE CO., LTD. Korea # 42/43

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Company Country Booth No.HANOI INDUSTRIAL TEXTILE JOINSTOCK COMPANY Vietnam # 24HANSEO UNIVERSITY Korea # 17HOCK TECHNOLOGY CO.,LTD China # 51HONG XIANG NEW GEO-MATERIAL CO.,LTD. China # 33HUBEI NETE GEOSYNTHETICS LTD China # 88HUESKER SYNTHETIC GMBH Germany # 37/38HUIKWANG CORPORATION Taiwan # 27HUVIS Korea # 81/82INTERMAS Spain # 10INTERNATIONALE GEOTEXTIL GMBH Germany # 48ISTANBUL TEKNIK Turkey # 16KOREA FOUNDATION TECHNOLOGY CO., LTD. Korea # 84KOREA PARAMOUNT LNC. Korea # 29KUN SHAN GEOGRID MANUFACTURE LTD. China # 70/71LAVIOSA CHIMICA MINERARIA Italy # 74LOW & BONAR Netherlands # 56/57MACHINA-TST Belarus # 7/8MANIFATTURA FONTANA SPA Italy # 60/61MEGAPLAST INDIA PVT. LTD. India # 32MEKAMORE CO, LTD. Korea # 89/91NAUE GMBH & CO. KG Germany # 25NEWGRIDS LTD UK # 65NINGBO HONGHUAN GEOTEXTILE CO.,LTD China # 76OFFICINE MACCAFERRI S.P.A. Italy # 63/64PLATIPUS ANCHORS LIMITED UK # 11PRESTORUS, LLC Russia # 92ROWAD INTERNATIONAL GEOSYNTHETICS CO. LTD Saudi Arabia #86SAGEOS / CTT GROUP Canada # 53SEVEN STATES ENTERPRISE CO LTD Taiwan # 4SHANDONG DAGENG PROJECT MATERIAL CO.,LTD China # 3SHANDONG GEOSKY TECHNOLOGY CO., LTD China # 72SHANDONG SUNSHINE NEW MATERIAL TECHNOLOGY CO., LTD China # 68SHANDONG TIANHAI NEW MATERIALS ENGINEERING CO., LTD China # 73SKAPS INDUSTRIES USA # 75STRATA SYSTEMS India # 1TAIAN EASTAR GEOSYNTHETICAL MATERIAL CO.,LTD India # 1TECHFAB INDIA China # 85TEMA TECHNOLOGIES AND MATERIALS SRL Italy # 39TENCATE GEOSYNTHETICS ASIA Malaysia # 19TENSAR INTERNATIONAL LIMITED UK # 26TERRE ARMÉE France # 66TEXINOV France # 59THE BEST PROJECT MATERIAL CO.,LTD China # 9THE GEOSYNTHETIC INSTITUTE (GSI) Korea # 83THRACE NONWOVENS & GEOSYNTHETICS Greece # 62TMP GEOSYNTHETICS China # 58TRI ENVIRONMENTAL, INC. USA # 45WS.SMARTGRID Korea # 34ZHEJIANG TIANXING TECHNICAL TEXTILES CO., LTD China # 12


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22

All participants are required to register through the online registration system and advised to register in advance to receive the registration discount. Please read carefully the registration guidelines below. For queries relating to the general submission of manuscripts, please contact the 11ICG Secretariat at [email protected].

June 15, 2018Pre-registration deadline

registration FeesCAteGOrY Pre-reGIStrAtION

(by June 15, 2018)ONSIte reGIStrAtION(September 16-21, 2018)

IGS Member 1 USD 750 USD 800

Non-Member USD 800 USD 850

Student 2 USD 270 USD 300

Accompanying Person USD 150 USD 200

1. Only IGS members can take advantage of the special registration fees. Please check your membership status on the IGS website (http://www.geosyntheticssociety.org/members).

2. This rate applies to registered full-time students in a university, college or engineering school. Please note that documentary proof must be sent to the secretariat by email within 10 days of paying your registration fee.

Optional FeeCAteGOrY dAte tIMe Fee

Conference Dinner Sep. 19 (Wed.), 2018 18:00 - USD 100

entitlementsIGS MeMBer / NON-MeMBer / StudeNt ACCOMPANYING PerSON

- Access to all sessions, exhibits- Admittance to special event, welcome reception, opening ceremony and closing ceremony- Conference materials, electronic proceedings(USB), lunch & coffee- Technical visits

- Access to exhibits- Admittance to special event, welcome reception, opening ceremony and closing ceremony- Technical visits

Visa∙ A valid passport(at least 6 months validity) is required to enter Korea. In some cases, a visa is required. Please check with the Korean Consulate or diplomatic mission in your country for more accurate information. It is also highly recommend to apply for visa at least one month before your departure for the Republic of Korea as your visa process may take time.

∙ 11ICG Secretariat provides invitation letter to support you in obtaining a visa to enter the Republic of Korea. To receive an invitation letter, your registration with full payment is required. Please note that you will be able to download the invitation letter off “My Page” from the online registration page. If registrants need a notarized invitation letter or an original copy of the letter, an additional fee will be charged.

regIstratIon

11th


23

aCCoMModatIon

11ICG participants can reserve rooms at conference rates at the below hotels.The Organizing Committee has selected the best hotels in various categories according to their distance, price and accessibility. Do not miss this chance to book a high quality hotel at a special rate.Please note that reservations should be completed by July 30, 2018.

reservation ProcedureDownload the reservation form from the 11ICG website and submit it directly to the desired hotel by email or fax.

List of HotelsNO. HOteL rOOM tYPe rOOM rAte

(KrW)BreAKFASt

(KrW)VAt&SVC dIStANCe FrOM

VeNue

5 StAr ★★★★★

1The InterContinental

Seoul COEX Superior KRW 220,000 KRW 30,000

21% not included

Venue (North Gate)

2Oakwood Premier Coex

Center Seoul

Studio Superior KRW 240,000KRW 19,000

21% not included

Venue (West Gate)Studio Premier KRW 270,000

3Sheraton Seoul Palace

Gangnam HotelDeluxe KRW 200,000 KRW 30,250 Included

25min. by car

Approx. 7Km

4 StAr ★★★★

4 Glad Gangnam Coex Center Standard KRW 121,000 KRW 15,000 Included15min. on foot

Within 1Km

5 Hotel Peyto

Superior Single KRW 90,000

KRW 15,00010% not included

10min. on foot

Within 1KmDeluxe (Double/Twin)

KRW 115,000

1

9

6

3

7

8

511 2

Sinnonhyeon Station(Line9)

Eonju Station(Line9)

Seonjeongneung Station(Line9)

Bongeunsa(Line9)

Seolleung Station(Line2)

Samseong Station(Line2)

InterContinental Seoul COEX

Ibis Styles Ambassador Seoul Gangnam

Best Western PremierGangnam Hotel 4 Glad Gangnam Coex Center

Hotel Uri&Hotel The Designers

Han River Cheongdam Station(Line7)Apgujeong Station

(Line7)

Nonhyeon Station(Line7)

Banpo Station(Line7)

Palace Hotel

10 Urban Place Gangnam

Express BusTerminal Station

(Line3, Line9)

Sinsa Station(Line3)

Jamwon Station(Line3)

Yeoksam Station(Line2)

Gangnam Station(Line2)

Seocho Station(Line2)

Seoul Nat'l Univ. ofEducation Station

(Line2, Line3)

L7 GangnamHotel Peyto

Oakwood Premier Coex Center Seoul

200m

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aCCoMModatIon

6Best Western Premier

Gangnam Hotel

Double/Twin KRW 135,600 KRW 17,600 Included

15min. by car

Approx. 4KmSingle KRW 124,500

BuSINeSS & BOutIque

7 L7 Hotels Gangnam Standard KRW 120,000 KRW 18,00021% not included

20min. on foot

Within 2Km

8Ibis Styles Ambassador

Seoul Gangnam

Standard KRW 90,000KRW 10,000

10% not included

15min. on foot

Within 2KmSuperior KRW 100,000

9 Hotel The DesignersDeluxe KRW 99,000

KRW 11,000 Included15min. on foot

Within 2KmSuite KRW 121,000

10 Urban Place Gangnam

Standard KRW 77,700KRW8,800

Included10min. by car

Approx. 4Km

Superior KRW 88,000

Deluxe KRW 110,000

11 URI& HotelStandard KRW 110,000 KRW

15,80010% not Included

5 min. on foot

Within 500mDeluxe KRW 140,000

Booking & Payment Conditions1. As rooms will be assigned on a first-come, first-served basis, early reservation is recommended. After July 31, 2018, room availability and rates may not be guaranteed. 2. The room rates are fixed in Korean Won, and the rates in US$ are subject to change according to foreign exchange rates3. All dates and times are based on Korean Standard Time (GMT +9)4. Cancellation and refund policies are according to the rules of each hotel. Please check the rules on each reservation form.5. Promotional rates apply only to 11ICG participants.6. General Check in Time: From 15:00, Check out Time: By 11:00 - Early check-in or late check-out should be requested at the time of making the reservation. Additional charges may apply. - Check-in and Check-out time may vary. Please verify the times at your specific hotel.7. Price of breakfast is per person.8. Additional expenses such as breakfast, mini-bar, laundry service, etc. are the participant’s responsibility and should be paid to the hotel when you check you out.9. Valid credit card information is required to secure room reservation.10. For general information about rooms, rates and reservations, please contact the hotel manager listed on the reservation form.

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tour PrograM

Tours will be arranged by a third-party travel agency as optional programs.If you would like to participate in a tour, please complete a tour reservation form and send to 11ICG Official Travel Agency, I Love Seoul Tour Co., Ltd.Attn. Ms. Jiin Shin Tel : +82-(0)2-730-1090 Fax : +82-(0)2-730-1074 E-mail : [email protected]

Half day dMZ tour

dAte/tIMe 07:00 am - 14:00 pm

ItINerArY COEX → Imjingak Park → Freedom Bridge → Pass by Unification Village → DMZ Theater → Exhibition Hall → The 3rd Infiltration Tunnel → Dorasan Observatory → Dorasan Train Station → Imjingak Park → Drop-off at City Hall or Myeongdong

PrICe KRW 55,000 / person (Minimum 1person basis)

CONdItIONS English Speaking tour guide, Transportation, All Admission is included.

deSCrIPtION The DMZ is a place of both hope and tension.Join us for a half-day tour of the 3rd Infiltration Tunnel, one of the most unusual tourist destinations in the world.

Charming Korea Afternoon tour

dAte/tIMe 12:50 pm - 19:00 pm

ItINerArY COEX → Hanbok Rental Shop(Change into Hanbok) → Chandeokgung Palace → Hanbok Rental Shop(Change into Clothes) → Traditional Tea Cafe (Tea Included) → BukchonHanok Village → Bukchon Cultural Center Bukchon Best Photo Zone (View #4, #5, #6) → KodurangHanok → Dongip Knot Workshop(40 minutes) → Drop-off at Insadong or Myeongdong

PrICe KRW 105,000 / person (Minimum 2 people basis)

CONdItIONS Tea, English speaking guide, transportation service and all admission is included.

deSCrIPtION Try on the Korean Traditional Clothes, Hanbok and make your own bracelet in Dongip Knot Workshop. Have tea at the Traditional Tea Cafe and feel the Korea atmosphere.

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royal Palace and Shopping Full day tour

dAte/tIMe 08:00 am - 17:00 pm

ItINerArY COEX → The windows of tour ”Deoksugung, Sungnyemun, Seoul Station” (No Pass by to Deoksugung on Tuesdays) → Cheonggyecheon Stream → The main gate of the Blue House ‘Cheongwadae’ (Souvenir Photo) → CheongwadaeSaragchae (Moday : Outside of the building) → Gyeongbokgung Palace & National Folk Museum & The Royal Guard Changing Ceremony (Tuesday : Deoksugung) → Jogyesa Temple → Lunch(Menu:DolsotBibimbab) → Bukak Skyway, Palgakjeong (Octagonal Pavilion) → [UNESCO] Changdeokgung Palace (Monday : Jongmyo Royal Shrine) → Insadong Antique Shop Alley → NamsangolHanok Village (Monday : BukchonHanok Village) → Sungnyemun Gate (Monday :Outside of the Sungnyemun Gate) → Namdaemun Market → COEX


CONdItIONS Lunch, English speaking guide, transportation service and all admission is included.

deSCrIPtION Learn about the history of royal palaces and shop for traditional souvenirs in one day. From Gyeongbokgung Palace, National Folk Museum to Insadong and Namdaemun Market.

Mt. Seoraksan Overnight tour

dAte/tIMe 1night 2days

ItINerArY 1st dAY: Hotel (in Seoul) → Mt. Seoraksan Park → Gwongeumsung Fortress by Cable car (Doesn’t operate on bad weather) → Sinheungsa Temple → Biseondae Cliffs → Hotel2nd dAY: Hotel → Daepo Port → Naksansa Temple → Naksan Beach → Goseong Unification Observatory → Seoul → Hotel (in Seoul)


CONdItIONS Accommodation [(in Gangwondo), double-occupancy], English Speaking tour guide, Transportation, All Admission is included.

deSCrIPtION Hike up the third highest mountain in Korea. Learn about Shilla-era at Sinheungsa Temple and walk along the peaceful Biseondae Rock for inspiration.

tour PrograM

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Jeju Island 2night 3days tour

dAte/tIMe 2night 3days

ItINerArY 1st dAY: Hotel (in Seoul) → Kimpo Airport → Jeju Airport → Seongsan Ilchulbong → Lunch → Seopjikoji → Ilchul Land → Seongeup Folk Village→ Hotel2nd dAY: Hotel → Botanical Garden Yeomiji → Cheonjiyeon Falls → Jusangjeolli Cliffs → Lunch → Sanbangsan → Shilla Duty free Shop OR Dongmun Market → Hotel3rd dAY: Hotel → Hallim Park → Lunch → Mysterious Road → Yongduam Rock → Jeju Airport → Kimpo Airport → Hotel


CONdItIONS Accommodation [(in Jeju), double-occupancy], English Speaking tour guide, Transportation, All Admission is included.

deSCrIPtION See the grand presence of the nature that Jeju represents. Go on a hike to the Sunrise Peak, ‘Seongsan Ilchulbong’ and see the breathtaking view from the coastline of Seopjikoji shore.

tour PrograM

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ConferenCe InforMatIon

Venue Guide (Coex)Coex is a business and cultural hub located in the heart of Gangnam, Seoul’s business district. It is a popular entertainment destination in Seoul for both domestic and foreign visitors, and welcomes an average of 150,000 people a day. Asia’s largest underground mall, three five-star hotels, two premier office towers, a department store, a subway station, an airport terminal, and more are all located at Coex. Coex is also Korea’s top business events destination. The Coex Convention and Exhibition Center itself is a four-floor meetings venue with over 450,000m2 of total floor space. There are over 200 exhibitions and 2,000 conferences here each year.

Korea World Trade Center, 513, Yeongdong-daero, Gangnam-gu, Seoul 06164, KoreaPhone: + 82-2-6000-0114 Website: www.coex.co.kr

Map of CoexCOEX is located in Samseong-dong, which is directly connected to Samseong Station on subway line No. 2.

HyundaiDepartment

Store

GrandInterContinental

Hotel

CoexInterContinental

Hotel

TradeTower

City Airport

City AirportTower

ASEM Tower ASEMPlazaLive PlazaMillenium Plaza

Oak-Wood Seven Luck

SamsungStation

BongeunsaStation

2GATE

P

4GATEP

Coex Center

P

1GATE

P

2GATE

P

5GATE

IncheonInternationalAirport

Yeongjongdo

Incheon

Seoul

COEX

(Airport - COEX : Distance : 46km)

Gimpo Airport(Airport - COEX : Distance : 34km)

arrive

start

transportation

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bus

KAL LIMOuSINe

BuS NO. BOArd FrequeNCY trAVeL tIMe FAre deStINAtION

No. 6703Terminal 1: No.3 (1F)Terminal 2: No.19 (B1)

30 Min. 80 Min. KRW 16,000COEX Intercontinental Hotel orGrand Intercontinental Hotel

LIMOuSINe No. 6103Terminal 1: No.7 (1F)Terminal 2: No.22 (B1)

15 - 20 Min 50 - 85 Min. KRW 15,000 COEX

CItY No. 6006Terminal 1: No.4 (1F)Terminal 2: No.14 (B1)

15 - 20 Min 50 - 85 Min. KRW 15,000 Samsung Station (COEX)

taxi

tYPe BASe FAre (KrW)StOP LOCAtION

NOtet1 t 2

Regular TaxiSeoul: 3,000

5C / 6C / 6D5C

24:00 - 04:00 (additional late-night charge 20%)

Gyeonggi: 3,000 4DIncheon: 3,000 3C / 3D

First-Class / Oversized Taxi (Up to 9 passengers)

5,000 7C / 8C 5DTaxi must issue a receipt and provide interpretation services No late-night surcharge or timed fare

International TaxiStandard Seoul’s distance fare applies

4C 1CTaxis officially designated to provide foreign language service

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56 7 8 9 10

1112

13

14

InchonBus

A

B

C D

E

F

InchonBus

SeoulBus

GroupBus

GroupBus

GroupBus

GroupBus

SeoulBus

GyeonggiBus

InternationalBus

Hotel, crewmember bus

Long-Term Parking Lot bound Shuttle bus Long-Term Parking Lot bound Shuttle bus

Texi

E W


TERMINAL 1 (1F)

Seoul Bus

GyeonggiBus

GyeonggiBus

Bus terminal waiting room

E W

6 5 4 3 2 1

TERMINAL (1F)

TRAFFIC CENTER (B1)

CallVan

VanTexi

DeluxeTexi

IncheonTexi Yeongjongdo

Texi InternationalTexi

Seoul Texi Gyeonggi TexiGroup

BusGroup

Bus

Group BusCirculating

Bus Group Bus

Inchon BusInchon

Bus



TERMINAL 2 (1F / B1)

From Inchon Airport


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bus

BuS NO. BOArd FrequeNCY trAVeL tIMe FAre deStINAtION

No. 6000(To Jamsil Station)

Domestic Flight : 4 line International Flight : 6 line

45 Min. 80 Min. KRW 7,000 Samsung Station

taxi

FAre 30,000 KRW (approx.)

trAVeL tIMe 80 min. (approx.)

Standard Taxi

Deluxe Taxi

Gimpo, Bucheon, Goyang, Incheon Taxi

Jumbo Taxi

International Taxi

1

2

3

4

5

1 3

4 5

Your are here

2

From Gimpo Airport

Subway Line 5. Subway Line 9, Airport Railroad

Incheon, Gyeonggi Taxi Srandard Taxi

City Bus Limousine Bus

Deluxe Taxi

Jumbo Taxi

Passing VehicleInternational Taxi

INTERNATIONAL LINES (1F)

International Lines Underground Parking Lot

3GATE

2GATE

1GATE

2 3 4 5 6

City Bus

Limousine Bus

Airport Bus

Incheon, Gyeonggi

7

INTERNATIONAL FLIGHTS

Domestic Terminal Parking Lot

Gimpo, Bucheon, Goyang Taxi

Srandard Taxi

Deluxe Taxi

Jumbo Taxi

DOMESTIC TERMINAL (1F)

6GATE

5GATE

3GATE

2GATE

1GATE

City Bus

Limousine Bus

Airport Bus

Incheon, Gyeonggi

2 6 6 6

9 10 11-1 11-2 11-362 7 8543

City Bus Incheon, Gyeonggi & Provinces Bus

Srandard Taxi

Incheon Taxi

DOMESTIC FLIGHTS

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generaL InforMatIon

Weather during the 11ICGKorea has four seasons, with a wet monsoon/summer season in the middle of the year, and a cold winter from November to March. The island of Jeju off the southern coast is the warmest and wettest place in the country. The ideal time to visit Korea is during the autumn months (September-November). During this time, the country experiences warm, sunny weather, skies that are cobalt blue and spectacular foliage that is perhaps the biggest draw.

LanguageHangeul(한글), Korea’s offi cial alphabet, was fi rst invented by King Sejong during the Joseon Dynasty. Originally called Hunminjeongeum (훈민정음), the language was conceived in 1443, and further promulgated by the King in 1446. At the time of its inception, the language consisted of 17 consonants and 11 vowels however, since then, 3 of the originally established consonants and 1 vowel have fallen into disuse bringing the total number of characters to 24. Syllables are formed by the selective combination of vowels and consonants to create words.

Business HoursGovernment offi ce hours are usually from 9:00 to 18:00 on weekdays. Banks are open from 9:00 to 16:00 on weekdays. Most stores are open every day from 10:30 to 20:00, including Sundays.

Currency & exchangeThe currency is the Korean Won(₩). Foreign banknotes and traveler’s checks can be exchanged at foreign exchange banks and other authorized money changes. Traveler’s are encouraged to carry limited amounts of currency with them. Visitors are also encouraged to use ATMs located hotels or banks.

bills

CHINA

AsiaMiddle East

Europe

North Africa

South Africa

North America

Australia

South America

KOREAJAPAN

LocationThe Korean Peninsula extends about 1,000 km from the Asian continent into the Pacific Ocean with more than 3,000 islands dotting the coastline. Mountains cover almost 70 percent of the land mass, making the country one of the most mountainous regions in the world and offering abundant forest resources. Administratively, Korea consists of nine provinces with 77 small cities and 88 counties.

50,000 won (oman won) 10,000 won (man won) 5,000 won (ocheon won) 1,000 won (cheon won)

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generaL InforMatIon

Coins

tip & taxService charges are included in your bill for rooms, meals, and other services at hotels and upscale restaurants. Koreans occasionally do tip when they are especially pleased with the service they receive. Foreign tourists can receive nearly 10 % VAT refunds for purchases at Duty Free shops. Goods must be taken out of Korea within three months of purchase to be eligible for a tax refund. Visitors can receive a refund on a receipt for a minimum purchase of KRW 50,000 (around USD 43). To receive this refund, present receipts with the purchased goods at the customs clearance desk at Incheon International Airport when departing.

emergency Phone Numbers- 1339: Medical Emergency - 119: Emergencies for Fire, Rescue & Hospital Services- 112: Police- 129: First Aid Services

useful Websites- Korea Tourism Organization: http://www.visitkorea.or.kr- Gateway to Korea: http://www.korea.net- Seoul Tourism Organization: http://www.miceseoul.com- Seoul Metropolitan Government: http://www.visitseoul.net- Korea Immigration Service: http://www.immigration.go.kr- Ministry of Foreign Aff airs and Trade: http://www.mofat.go.kr- Incheon International Airport: http://www.airport.kr

500 won (obaek won) 100 won (baek won) 50 won (osip won) 10 won (sip won)

electricityThe standard electricity supply is 220 volts AC/60 cycles. Most hotels may provide outlet converters for 110 and 220 volts. Participants are recommended to check with the hotel beforehand.

Daily Program

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INTERNATIONALCONFERENCEON GEOSYNTHETICS Daily Program _ Sep. 16

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SC1 Short Course 1 - Basal reinforced Piled Embankments 09:00-17:00

SC1-01 Research and new developments; basic principles, load distribution in a piled embankmentSuzanne van Eekelen (Deltares, Netherlands)

SC1-02 Requirements and initial details of reinforced embankmentsSuzanne van Eekelen (Deltares, Netherlands)

SC1-03 Design of the reinforced embankmentSuzanne van Eekelen (Deltares, Netherlands)

SC1-04 Long term behaviour of piled embankmentsLars Vollmert (NAUE, Germany)

SC1-05 Cases; realization; details; tips and tricksLars Vollmert (NAUE, Germany)

SC1-06 Playing with piled embankments and get a feeling: practice design calculations and optimizationLars Vollmert (NAUE, Germany)

SC2 Short Course 2 - geosynthetic-Stabilized roads: from mechanisms to applications

09:00-17:00

SC2-01 Introduction and Mechanisms for Geosynthetic-Stabilized RoadsJP Giroud (JP Giroud, Inc, France)

SC2-02 Design of Geosynthetic-Stabilized Unpaved Roads and Case StudiesJie Han (The University of Kansas, USA)

SC2-03 Design of Geosynthetic-Stabilized Paved Roads and Case StudiesErol Tutumluer (University of Illinois at Urbana-Champaign, USA)

SC2-04 Relevance of Tests and Trials Incorporating Geosynthetic-Stabilization to Real RoadsMichael Dobie (Tensar International, Indonesia)

Prestigious lecture 17:00-17:50

Geosynthetic-reinforced soil technology in railway applications – from walls to bridgesFumio Tatsuoka (Tokyo University of Science, Japan)

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INTERNATIONALCONFERENCEON GEOSYNTHETICSDaily Program _ Sep. 17

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giroud lecture 09:30-10:30

Healing the World: A Geosynthetics SolutionNathalie Touze-Foltz (IRSTEA, France)

Welcome lecture 11:00-11:50TBD

Keynote lectures 1 11:50-12:40

Geosynthetic Liners: Conceptions and MisconceptionsR. Kerry Rowe (Queen's University, Canada)


Reinforcement with Geosynthetics – How They Work in SoilMartin Ziegler (RWTH Aachen University, Germany)


Geosynthetics for Natural Disaster Prevention and Mitigation -Japanese ChallengeJiro Kuwano (Saitama University, Japan)


Geosynthetics in Roadways: Advances with Significant Impact in Sustainable DevelopmentJorge G. Zornberg (The University of Texas at Austin, USA)


Global Challenges, Geosynthetic Solutions and Counting CarbonNeil Dixon (Loughborough University, United Kingdom)

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S01 geosynthetics Encased Stone Column 09:00-10:30

Chair: Erol Guler (Bogazici University, Turkey)

S01-01 Stability of geosynthetic-encased stone columns under embankment loadJianfeng Chen, Liang-Yong Li, Jian-Feng Xue (China)

S01-02 First step to model the installation effect of geosynthetic encased sand columns on existing columnsSparsha Sinduri Nagula, Jurgen Grabe (Germany)

S01-03 Geotextile encased columns for reducing the heave potential of expansive claysPietro Rimoldi (Italy)

S01-04 Behavior of geosynthetic encased stone columns (GESC) under cyclic loading; Experimental studyQaisar Abbas, Chungsik Yoo (Korea)

S01-05 An experimental study to increase bearing capacity and reduce bulging of stone columns using geogrid reinforced sand bedAshim Dey, Prasenjit Debnath (India)

S01-06 Analysis of the performance of encased granular columns based on laboratory and field test dataJayapal J, Rajagopal K (India)

S01-07 Two measurement programs of a 'classic' and of a 'novel' geosynthetic structureKarl-Heinz Blume, Dimiter Alexiew (Germany)

S02 Durability and long Term Performance - reinforcement 09:00-10:30

Chair: Grace Hsuan (Drexel University, USA)

S02-01 Simple constitutive models to study the influence of installation damage on the load-strain response of two geogridsAntonio Paula (Portugal), Margarida Pinho-Lopes (United Kingdom)

S02-02 Lifetime Prediction of High Tenacity Polyester Yarns for Hydrolytic Degradation used for Soil ReinforcementHyun-Jin Koo, Hang-Won Cho, Jun-Yong Kim (Korea), Helmut Zanzinger (Germany)

S02-03 The Outdoor Aging Property of HDPE GeogridJun Tong, Jinhua Ding (China)

S02-04 Long term effect of creep strength of geosynthetics damaged during constructionMasaaki Yokoyama, Mikio Kubo, Yoshinao Kurachi (Japan), Sam Allen (USA)

S02-05 Polyvinyl Alcohol Yarns Long Term Properties Characterization and Assessments. Part I: Physical behavior - Consequences of water affinityYan Bian, X.Colin, M.Aressy (France)

S02-06 Polyvinyl Alcohol Yarns Long Term Properties Characterization and Assessments. Part II: Chemical durabilityYan Bian, X.Colin, M.Aressy (France)

S02-07 Exhumation of Geotextiles from a Geosynthetic Reinforced Bridge Abutment After 17 Years of ServiceMaxwell Koerner, George Koerner, Robert Koerner (USA)

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S03 roads and railways applications - railway application 09:00-10:30

Chair: Nicolas Freitag (Terre Armee group, France)

S03-01 The influence of geosynthetics on the oscillations amplitude of railway subgradeAnastasia Konon, Andrei Petriaev (Russia)

S03-02 Geosynthetics in railway constructions - groundwater protectionMarkus Hempel (Germany), Jong Hao Su (Malaysia)

S03-03 Design and construction of GRS integral bridges for railwaysMasayuki Koda, Hidetoshi Nishioka, Kenichi Kojima, Shinichi Tamai, Fumio Tatsuoka (Japan)

S03-04 Modelling of geogrid-reinforced ballast under direct shear and impact loadingNgoc Trung Ngo, Buddhima Indraratna, FASCE, Fernanda Bessa Ferreira (Australia)

S03-05 Design and construction of various type GRS structures for a new high-speed railwayDaisuke Soga, Yusuke Takano, Toyoji Yonezawa, Masayuki Koda, Masaru Tateyama, Fumio Tatsuoka (Japan)

S03-06 Geosynthetic Reinforced & Unreinforced Rail track Foundation Comparison of Analytical Methods and Numerical ModellingMayuresh Bakare, Ratnakar Mahajan, C. H. Solanki (India)

S04 Properties and Testing - liners 09:00-10:30

Chair: Sam Allen (TRI Environmental, Inc., USA)

S04-01 Hydraulic Conductivty of non-prehydrated and prehydrated Attapulgite-Polymer Bentonite GCLsAli Hakan Oren, Meriç Öztürk, Tuğçe Özdamar Kul, Zuhal Nart (Turkey)

S04-02 Hydraulic barrier performance of zeolite-amended clay liners against calcium chloride solutionToru Inui, Takeshi Katsumi, Atsushi Takai, Kazuki Sato, Hiroki Arakawa (Japan)

S04-03 Water content, swell index and cation exchange of GCLs due to subsoil hydrationTugce Ozdamar Kul, Ali Hakan Ören (Turkey)

S04-04 Impact of wet-dry cycles on the swelling ability and hydraulic conductivity of a polymer modified bentoniteMichela De Camillis, Gemmina Di Emidio, Adam Bezuijen, Ramiro Daniel Verastegui-Flores (Belgium)

S04-05 New Techniques for Predictive Geomembrane Stress Crack PerformanceBoyd Ramsey (USA), Helmut Zanzinger (Germany), Ed Zimmel (USA)

S04-06 Effect of bentonite mass per unit area on the desiccation of geosynthetic clay liners under high temperature and low overburden pressureBowei Yu, Abbas El-Zein (Australia), R. Kerry Rowe (Canada)

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SS1 Special Session 1 (K-water) - geotechnical and Hydrologic Engineering for a New integrated Natural Disaster management of Water infrastructures

09:00-10:30

Organizer: Dong-Hoon Shin (K-water, Korea)

SS1-01 Current Status of Disaster Management of Water Infrastructures in Korea and the NetherlandsTBD

SS1-02 Application of New Real-time Safety Evaluation System for Levee StructuresTBD

SS1-03 Application of Fragility Curves to Levees in Operational Flood RiskTBD

SS1-04 An Integrated Safety Management System for Preemptive Disaster Management of Water InfrastructuresTBD

SS1-05 Ageing Evaluation System for Dam and Levee StructuresTBD

S05 ground improvement - reinforced Foundation 1 09:00-10:30

Chair: G. Venkatappa Rao (IIT Gandhinagar, India)

S05-01 Behaviour of embankment over soft clay supported by geogrid and concrete pilesCavit Atalar (North Cyprus), Eun Chul Shin (Korea), Braja M. Das (USA)

S05-02 Stress-strain response of sand reinforced with a geocompositeDavid Miranda Carlos (Portugal), Margarida Pinho-Lopes (United Kingdom), Maria de Lurdes Lopes (Portugal)

S05-03 Use of geosynthethics for subgrade stabilizationSaurabh Vyas (India)

S05-04 Numerical modelling of geocell reinforced foundation bedsRamesh Gedela, Rajagopal Karpurapu (India)

S05-06 Reinforced Working Platform using Geosynthetics for a high rise structure in the Wood Wharf, Canary Wharf, LondonMhammad Zibran Shaikh (United Kingdom)

S06 ground improvement - reinforcement 1 11:00-12:30

Chair: Robert Holtz (University of Washington, USA)

S06-01 Using geosynthetics for soft ground stabilization in the approach to the Volhov River BridgeAndrei Petriaev (Russia)

S06-02 Investigation of vertical stress behavior for reinforced modelsElif Cicek, Erol Guler (Turkey)

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S06-03 Excavation countermeasures utilizing geocell at the foundation ground of the river embankmentKentaro Mori, Yutaka Hashizume, Kenji Kaneko (Japan)

S06-04 Effects of glass fibres on the shear strength of sandy soilVishal Singh Chib, Tanuj Chopra, Rajesh Pathak (India)

S06-05 Shear strength behavior of silty soil reinforced with basalt fiberSedat Sert, Cyrille Prosper Ndepete (Turkey)

S06-06 Design of Container Yards Paving Using GeocellsSuraj Vedpathak, Yashodeep Patil, Gautam Dalmia, Shahrokh Bagli (India)

igS TC1 igS TC Session 1 - geosynthetic Barriers: Current Hot Topics (igS TC Barrier Systems)

11:00-12:30

Organizer: Kent Von Maubeuge (NAUE GmbH & Co. KG, Germany)

IGS TC1-01 Geomembrane DurabilityGeorge Koerner (Geosynthetic Institute (GSI), USA)

IGS TC1-02 Geosynthetic Protection layersRichard Brachman (Queen's University, Canada)

IGS TC1-03 GCL hydration and controlling factorsAbdelmalek Bouazza (Monash University, Australia)

IGS TC1-04 Standard protocols for Construction/Installation Quality Assurance and Quality ControlR. Kerry Rowe (Queen's University, Canada)

S07 roads and railways applications - road application 1 11:00-12:30

Chair: Erol Tutumluer (University of Illinois at Urbana-Champaign, USA)

S07-01 Influence of Base Course Thickness on the Deformation Behavior of Geogrid-Reinforced PavementAung Aung Soe, Jiro Kuwano, Ilyas Akram, Takaya Kogure (Japan)

S07-02 Numerical modelling of geosynthetic-reinforced unpaved roads using FLAC 2DGundrathi Narendra Goud, Sasanka Mouli, Balunaini Umashankar (India)

S07-03 Reinforcement ratio of road pavement grained layers with application of geosynthetic materialsIgor Gameliak, Arsen Nikolaichuk, Ganna Zhurba (Ukraine)

S07-04 Influence of geosynthetic reinforcement on unpaved road performance after surface maintenanceI. A. G. Gongora, E. M. Palmeira, J. R. O. Ante (Brazil)

S07-05 Estonian guideline for pavement geosyntheticsSven Sillamae, Karli Kontson (Estonia)

S07-06 Large Scale Tests for Geogrid Reinforced Unpaved RoadsAhmet Demir, Talha Sarici, Bahadır Ok, Birol Demir, Muhammet Komut, Senol Comez, Aykan Mert (Turkey)

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S07-07 Stress Responses of Geosynthetic-Reinforcement Pavement FoundationJason Wright (USA), Bumjoo Kim (Korea), Sung-Hee Sonny Kim (USA)

S08 Filtration, Drainage and Erosion Control – Erosion Control 11:00-12:30

Chair: Chiwan Hsieh (National Pingtung University of Science and Technology, Taiwan)

S08-01 Geotextile Tube as an Alternate Solution for Coastal RemediationDandung Sri Harninto, Yustian Heri Suprapto, Nastiti Tiasundari (Indonesia)

S08-02 Green Revetment Solutions for Riverbank Erosion ProtectionJun Yuen Tan, Tack Weng Yee (Malaysia)

S08-03 Case Study: Use of Terramesh to recovery erosions in tailings and water reservoirsRafaela Baldi Fernandes, Sander Elias Rodrigues (Brazil)

S08-04 Performance evaluations of erosion and sediment control BMPs using independent full-scale simulationsC. Joel Sprague, Sam R. Allen, James E. Sprague (USA)

S08-05 Construction methodology and dimensioning of Silt Fences: Scientific, normative and laboratorial reviewMatheus Müller, Delma Vidal, Emília Mendonça Andrade (Brazil)

S08-06 Analysis and Recovery Proposal for Erosion Process Located in the city of Planaltina-GORideci Farias, Rhael Maycon Noronha Ribeiro, Haroldo Paranhos, Itamar de Souza Bezerra, Roberto Pimentel, Leonardo Schimidt (Brazil)

SS2 Special Session 2 - Stabilisation Function of geosynthetics 11:00-12:30

Organizer: Jacek Kawalec (Tensar International, Poland)

SS2-01 Selected laboratory and field research on geogrid impact on stabilization of unbound aggregate layerJacek Kawalec (Tensar International, Poland)

SS2-02 Use of shear Waves to Quantify Local Stiffness Increase in Geogrid Aggregate Applications Subjected to Anisotropic LoadingYong-Hoon Byun (Kyungpook National University, Korea)

SS2-03 Evaluation of Soil-Geogrid Interaction using Transparent Soil with Laser Aided ImagingJorge G. Zornberg (University of Texas at Austin, USA)

SS2-04 Design of geogrid stabilized paved roads based on TBR, BCR and LCR approaches: theoretical differences and comparison of resultsMarco Isola (Maccaferri Inc., USA)

SS2-05 Performance Verification of Optimized Pavement LayersMark Wayne (Tensar International Corp., USA)

SS2-06 Small strain effects - geogrids contribution to serviceabilityLars Vollmert (Naue GMBH&Co. kG, Germany)

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SS2-07 Aggregate - geogrid interaction in stabilisation applications. How far standard laboratory index test results are from realityJacek Kawalec (Tensar International, Poland)

Tl1 Training lecture 1 11:00-12:30

TL1 Geosynthetic Reinforced Embankments on Soft FoundationsRobert D Holtz (University of Washington, USA)

S09 ground improvement - model and laboratory Testing 13:30-15:30

Chair: Askar Zhussupbekov (Kazakhstan Geosynthetical Society, Kazakhstan)

S09-01 Mitigation of liquefaction-induced ground displacement by using gravel and geosynthetics – Validation by model experimentHendra Setiawan, Yuko Serikawa, Mitsuru Nakamura, Wataru Sugita, Wataru Sugita, Hajime Kawasaki (Japan)

S09-02 Experimental and numerical investigate on single fiber pull-out from cement stabilized soilQiang Li, Jin-huang Chen, Hui-xiao Hu, Li Fan-fan, Qian Shi (China)

S09-03 Experimental investigations and numerical modeling on performance of natural geocellsSreevalsa Kolathayar, CA Aravind, E Priyanka, K Rizfana, N Saayinath, S Sowmya, C Subash, Renuka Sai Gadekari, TG Sitharam (India)

S09-04 Geocell mattress for high embankments on black cotton soilG. Venkatappa Rao (India)

S09-05 Laboratory investigation of geosynthetics reinforcement for the prevention of sinkhole formation induced collapseQaisar Abbas, Chungsik Yoo (Korea)

S09-06 Evaluation of the shear strength properties of expanded polystyrene geofoam using direct shear testYebeltal Beju, Jnanendra Mandal (India)

S09-07 Case study: performance of a geogrid stabilised working platform constructed over extremely soft dredged siltMichael Dobie (Indonesia), Andrew Lees (Cyprus), Jiraphan Khanardnid (Thailand)

S09-08 Case Study of Ground Improvement Using PVD for Reinforced Earth WallSalman Mulani, Gautam Kumar, Dola Roychowdhary (India)

S10 Soil-geosynthetic interaction - interface Behavior 1 13:30-15:30

Chair: Chao Xu (Tongji University, China)

S10-01 Interface Behaviors between Recycled Concrete Aggregates and GeogridsApichat Suddeepong, Narong Sari, Suksun Hopibulsuk (Thailand), Arul Arulrajah (Australia)

S10-02 Geosynthetic interface displacements during the construction of a landfill capGary Fowmes (United Kingdom), Katarzyna Zamara (New Zealand ), Neil Dixon (United Kingdom)

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S10-03 Laboratory Investigation on Circular Aperture Geogrids Reinforced Soil Interface PropertiesJie Gu, Mengxi Zhang, Guichao Li (China)

S10-04 Determine Geotextile-Geomembrane Interface Frictional Properties Using Inclined Plane TestS.hamid Lajevardi, Payman shaykhi (Iran), Laurent Briançon (France)

S10-05 Experimental study of shear behavior of soil-geosynthetic interface by large scale direct shear testShijin Feng, Yang Shen, Ji-Yun Chang, H-X Chen (China)

S10-06 Some aspects concerning the laboratory evaluation of geosynthetic interface frictionPaolo Pavanello, Paolo Carrubba, Nicola Moraci, Pietro Pezzano (Italy)

S10-07 Experimental Study on Shear strength of Geomembrane InterfacesWeijun Cen, Hui Wang, Xuhuang Du (China)

S10-08 Strain and stress controlled geosynthetic interface testingGokhan Baykal (Turkey)

S11 reinforced Walls and Slopes - analysis and modeling 1 13:30-15:30

Chair: Rajagopal Karpurapu (Indian Institute of Technology Madras, India)

S11-01 Deformations of reinforced-soil retaining wallsKrystyna Kazimierowicz-Frankowska (Poland)

S11-02 Coupled Hydro-mechanical Analysis of a Multi-tier Geosynthetic-Reinforced Soil Slope Subject to Rainfall InfiltrationKuo-Hsin Yang (Taiwan), Joseph Ng’ang’a Thuo (Kenya), Jyun-Wei Chen, Chia-Nan Liu (Taiwan)

S11-03 Probabilistic analysis of the stability of two structures in reinforced soil using the Monte Carlo methodLuiza Nicolato, André Pacheco Assis, Maria das Gracas Gardoni Almeida, Fernanda Taysa de Castro Morais (Brazil)

S11-04 Analysis of bearing capacity of reinforced retaining structuresJan Derksen, Martin Ziegler, Oliver Detert, Hartmut Hangen (Germany)

S11-05 Numerical study of facing type effects on reinforced soil walls response under service and seismic loadsMohammadreza Kashkooli, Seyed Mohammad Mehdi Madani, Kazem Fakharian (Iran)

S11-06 The basics of probabilistic internal stability analysis and design of reinforced soil walls explainedRichard J. Bathurst (Canada)

S11-07 Common Mistakes in Designing MSE Wall with Finite Element MethodTjie Liong Gouw (Indonesia)

S11-08 Numerical simulation of soil nailed retaining systems with geosynthetic reinforcement as the facing supportArash Alimardani Lavasan, Oliver Detert (Germany), Piet van Duijnen (Netherlands)

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S12 Case Histories - Barrier Systems 13:30-15:30

Chair: Boyd Ramsey (GSE Environmental LLC , USA)

S12-01 Uranium ore treatment tailings ponds remediation: a German caseLaura Carbone, Ole Syllwasschy (Germany), Pierpaolo Fantini (Italy), Oliver Detert (Germany)

S12-02 The use of PVC geomembranes in tunnels and underground structures-special testable and reparable waterproofing systemsMassimo Cunegatti (Italy)

S12-03 Long-time behavior of exposed geomembranes used for the upstream face rehabilitation of concrete and masonry damsDaniele Cazzuffi, Domenico Gioffre (Italy)

S12-04 Stability of Two Landfills against Sliding along Interfaces of GeosyntheticsManoj Datta, Riya Bhowmik, Abinash Mahanta (India)

S12-05 Engineering compliance - East London Regional Waste Disposal Site - A Case StudyNash Dookhi (South Africa)

S12-06 Bituminous Geomembranes Performance for Projects in High Seismicity RegionsTarik Hadj-Hamou, Terry Eldridge (USA), Robert Mcillwraith (Australia), Bertrand Breul (France)

S12-07 Leak location liner system in environmental containments --- China experienceYongya Zheng (China), Hoe Boon Ng (Thailand)

S12-08 Repairs Underwater of a HDPE Liner by using a bituminous geomembrane of a density more than 1Rob Mcilwraith, Jean-Claude Gerster, Bernard Breul (Thailand)

SS3 Special Session 3 - Electrokinetic geosynthetics and Electro-osmosis 13:30-15:30

Organizer: Yan-feng Zhuang (Wuhan University, China)

SS3-01 Upward Gradient EKG and Electro-Osmosis for Deep Soft Ground ConsolidationYan-feng Zhuang (Wuhan University, China)

SS3-02 The Economic, Environmental and Technical Benefits offered by EKG - The Fourth Generation of Geosynthetic MaterialsColin J F P Jones (Newcastle University, United Kingdom)

SS3-03 Accelerated dewatering of ohcra tailings using electrokineticgeosynthetic (EKG) materialsColin J F P Jones (Newcastle University, United Kingdom)

SS3-04 Application of Vertical Layered Power Technology in Electro-osmosis Combined with Vacuum preloadingLi Cunyi (Zhejiang University, China)

SS3-05 Application of Tubular EKG Materials in Electro-osmotic Field TestLi Cunyi (Zhejiang University, China)

SS3-06 Testing technique of resistivity of EKG electrode and contact resistance in electro-osmosisKang Shi Guo (Wuhan University, China)

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SS3-07 Analysis of electric potential distribution for large scale sludge dewatering using EKGYaju Sayami (Wuhan Uiniversity, China)

SS3-08 Effects of Artificial Chelating Agent and Fulvic Acid on Electric Removal of Soil Plumbumand Electroosmotic Consolidation with Tabular EKG Draining BoardWei Qian (Zhejiang University, China)

SS3-09 Effect on the drainage by physical and mechanical properties of electrokineticgeosynthetics in soft foundation reinforcement engineeringDing Jinhua (Changjiang River Scientific Research Institute, China)

SS3-10 Large-scale model test study on the removal of heavy metals from contaminated dredged slurry by electro-kinetic techniqueJun Tong (Changjiang River Scientific Research Institute, China)

yS igS young members Session 13:30-15:30

YS-01 Influence of water treatment plant sludge characteristics on its dewaterability in geotextile closed systemsLivia Avancini (Instituto Tecnologico de Aeronautica, Brazil)

YS-02 Geosynthetic reinforcement for the protection of buried pipes against surface surchargesAna Carolina Pires (Universidade de Brasilia, Brazil)

YS-03 Durability assessment of polyethylene geopipes in landfills - examination after several years in serviceAnja Martin (SKZ - German Plastics Center, Germany)

YS-04 Erosion control of silty ravines on the banks of Sabarmati riverPrajakta Jadhav (IIT Gandhinagar, India)

YS-05 The performance of EPS Geofoam column: An introductionS. Selvakumar (Bannari Amman Institute of Technology, India)

YS-06 A new laboratory test device and method for evaluation of shear bonding of geosynthetic reinforced overlaysAlireza Noory (Amirkabir University of Technology, Iran)

YS-07 Confining tie rods in confined-reinforced earth method to reduce differential settlementHo Manh Hung (Saitama University, Japan)

YS-08 Geosynthetic-reinforced soil slopes with different backfills and reinforcements subjected to rainfall infiltrationThanh Son Nguyen (National Taiwan University of Science and Technology, Taiwan)

YS-09 Evaluation of Soil-Geogrid Interaction using Transparent Soil with Laser Aided ImagingXin Peng (The University of Texas at Austin, USA)

YS-10 Hydration/dehydration behaviour of GCLs under extreme cold environmentG. G. Carnero-Guzman (Monash University, Australia)

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S13 ground improvement - Vertical Drain 16:00-17:30

Chair: Soon-Hoe Chew (National University of Singapore, Singapore)

S13-01 An axisymmetric unit cell solution of PVD-improved soft soil considering a varied discharge capacityBa Phu Nguyen, Dae-Ho Yun, Yun-Tae Kim (Korea)

S13-02 Experimental research on soft ground improvement incorporating vertical drains with heatingBeom-Jun Kim, Chan-Young Yune (Korea)

S13-03 Equivalent reduction coefficient analysis of bending flow capacity for plastic vertical drainsJing Wang, Liwen Hu, Tao Li (China)

S13-04 Studying the behavior of soft soil improved with prefabricated vertical drains. Case studyMohamed Ayeldeen (United Arab Emirates), Robert Thurner (Austria)

S13-05 Numerical modelling of vacuum suction distribution and its effects in ground improvements with PVD vacuum consolidationKumarage P.I., Gnanendran C.T. (Australia)

S13-06 Ground Improvement with PVD at Haldia, West Bengal, India: A Case Study with Numerical ValidationSmita Tung, Doal Roychowdhury (India)

S14 Sustainability and green Technology applications 16:00-17:30

Chair: Nathalie Touze-Foltz (IRSTEA, France)

S14-01 Green technology with geosynthetics prevent environment from railway dangerous pollutantsAndrei Petriaev, Antonina Sakharova, Larisa Svatovskaya, Marina Baidarashvili (Russia)

S14-02 Test procedure for the estimation of the service life of PVC-P-based geosynthetic barriers (GBR-P) in road tunnel sealing systemsIngo Kaundinya, Fokke Saathoff (Germany)

S14-03 Repairs on Exposed Geomembrane LinersCatherine Boyle, Fred Gassner, David Gu (Australia)

S14-04 Sustainable Rehabilitation of a Highway Slope Failure with GeosyntheticsAmy Tang, Jason Y. Wu (Taiwan), Im Rak Lee (Korea)

S14-05 Slope Reinforcement Using HDPE Uniaxial GeogridHendra Hidayat, Fenny Septiastuti, Faisal Saleh (Indonesia)

S14-06 Carbon footprint in geotechnical constructions and geosynthetics impact on the environmentViktor Toth, Martin Bakoš, Juraj Ortuta (Slovakia)

S14-07 Sustainable and environmentally friendly reinforced soil slopes and walls constructed with draining geogrids: recent UK experienceNicola Brusa (United Kingdom), Patrick J Naughton (Ireland), Moreno Scotto (Italy)

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S15 reinforced Walls and Slopes - Case Study 1 16:00-18:00

Chair: Gerhard Braeu (Technical University of Munich, Germany)

S15-01 Application of reinforced soil structure in Dulong mining expansionMo Wang, Bo He, Shen Jiang, Qinglang He (China), Chaido Doulala-Rigby (United Kingdom)

S15-03 Pirca stability using geogrids in Carabayllo - PeruNoelia Valderrama, Sandra Santa Cruz, Augusto Alza, Criss Zanelli, Zenon Aguilar (Peru)

S15-04 Case study on deformation of reinforced soil wall using geo-textilesHijiri Hashimoto, Takahiro Yamanashi, Hirochika Hayashi, Shunzo Kawajiri, Takayuki Kawaguchi, Satoshi Yamashita (Japan)

S15-05 Reinforced Soil Wall for a working platform for 1000 Ton Crane and TBM machine: Elan Valley Aqueduct, Bleddfa, Wales, UKPatricia Guerra-Escobar, Pablo Bernardini (United Kingdom)

S15-06 Damage of geogrid reinforced soil wall caused by extreme load - Japanese case historiesYoshihisa Miyata, Masahiro Shinoda, Jun-ichi Hironaka (Japan)

S15-07 A Geogrid Reinforced Steep Slope 60.0 m high for the stabilisation of the Valpola Landslide in Northern ItalyDaniele Cazzuffi, Piergiorgio Recalcati (Italy)

SS4 Special Session 4 - geosynthetics for Countermeasures against Nuclide Contamination

16:00-17:30

Organizer: Takeshi Katsumi (Kyoto University, Japan)

SS4-01 Numerical analysis on wind-originating tensile force acting on cover sheet for temporary storage site of decontamination wasteMasatoshi Ishida (Taiyo Kogyo Corporation, Japan)

SS4-02 Development of Gas-Permeable/Waterproof Sheet and Its Application as a Cover Sheet of Putrefactive-Radioactive Contaminated WasteMasaki Nishimura (Osaka Research Institute of Industrial Science and Technology, Japan)

SS4-03 Monitoring of Capping for Radionuclide-Contaminated WastesUsing Remote-Sensing TechnologyHirofumi Nakayama (Kyushu University, Japan)

SS4-04 Design of barrier systems for interim storage facilities to contain nuclide contaminated soils and wastesKohei Yokota (Mitsuboshi Belting ltd., Japan)

SS4-05 Design of intermediate storage facilities for nuclide-contaminated soilJoji Hinobayashi (High Stiffness Polyethylene Pipes Assoc., Japan)


TL2 Designing with Geosynthetic Clay LinersAbdelmalek Bouazza (Monash University, Australia)

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Chair: Jacek Kawalec (Tensar, Poland)

S16-01 Influence of slurry density on strength and deformation property of liquefied stabilized soil reinforced with fiberTuan Anh Do, Yukihiro Kohata, Masato Sasaki (Japan)

S16-02 Case study on the deformation control method for embankment during liquefaction by using geosynthetics sandwiched with gravelsHajime Kawasaki, Mikio Kubo, Hla Aung, Yoshinao Kurachi (Japan)

S16-03 Cellweb Tree Root Protection (TRP): System specially designed to protect trees and their root system.Pablo Vázquez Bernardini, Maria Patricia Guerra-Escobar (United Kingdom)

S16-04 Study on the effects of deformation control for embankment during liquefaction by using geosynthetics sandwiched between gravelRyo Hashimoto, Masaho Yoshida, Mikio Kubo, Hajime Kawsaji, Yoshinao Kurachi (Japan)

S16-05 Design approach for the self-regulating interactive membrane foundation system for embankment construction on very soft soilsOliver Detert, Diethard König, Dimiter Alexiew (Germany)

S16-06 Discrete element modeling of geogrid reinforcing effects under strip foundation loadsZhijie Wang, Guangqing Yang (China), Martin Ziegler (Germany)

igS TC3 igS TC Session 3 - Drainage and Filtration for reinforced Soil Walls(igS TC Hydraulic applications)

09:00-10:30

Organizer: Pietro Rimoldi (Maccaferri Geosynthetics, Italy)

IGS TC3-01 Mechanically Stabilized Earth (MSE) Wall Failures Due to Hydraulic SituationsGeorge Koerner (Geosynthetic Institute, USA)

IGS TC3-02 Design of geotextile filters for reinforced soil wallsNicola Moraci (Mediterranea University of Reggio Calabria, Italy)

IGS TC3-03 Design methods for drainage of reinforced soil wallsPietro Rimoldi (Maccaferri Geosynthetics, Italy)

IGS TC3-04 Laboratory investigation of internal drainage on the deformation behavior of geosynthetics reinforced soil wall (GRSW) during rainfallQaisar Abbas (Sungkyunkwan University, Korea)

S17 Properties and Testing - reinforcement 1 09:00-10:30

Chair: Sung-Hee Sonny Kim (The University of Georgia, USA)

S17-01 Characterization Of Expanded Polystyrene-Ferrocement GeomatFauziah Ahmad, Muhamad Hisyam Halim, Vivi Anggraini (Malaysia)

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S17-02 Experimental evaluation of the pullout resistance of polymeric strips within uniform sand and lateritic silty soilRodrigo César Pierozan, Gregório Luís Silva Araújo, Ennio Marques Palmeira (Brazil)

S17-03 Damage of geotextile due to impact of stonesAdam Bezuijen (Netherlands), Ehsan Izadi (Belgium)

S17-04 Flexural properties of a composite geofoam-geogrid material for use in embankments on polygonal groundEarl Marvin De Guzman, Marolo Alfaro (Canada)

S17-05 Correlation between standard accelerated UV tests and onsite UV degradation for high strength woven polyester reinforcement geotextiles in New ZealandGordon Stevens (New Zealand), T.W. Yee, S.N. Pang (Malaysia)

S17-06 Evaluation of Soil-reinforcement Shear Band in Geosynthetic-reinforced Soil SystemsAmr M. Morsy, Gholam H. Roodi, Jorge G. Zornberg (USA)

S18 roads and railways applications - road application 2 09:00-10:30

Chair: I.L. Al-Qadi (University of Illinois at Urbana-Champaign, USA)

S18-01 An Australian approach for designing geogrid reinforced flexible pavementsAmir Shahkolahi (Australia), Jörg Klompmaker (Germany)

S18-02 Load settlement behavior of Reclaimed Asphalt Pavement (RAP) reinforced with Polymer geogridDulal Chandra Saha, JN Mandal (India)

S18-03 Applications of Natural Geotextiles in Asphalt Overlays to Retard Reflection CrackingNithin Sudarsanan, K. Rajagopal, A. Veeraragavan (India)

S18-04 Field performance of coir geotextile reinforced flexible pavements after six years of ConstructionSheela Evangeline, G.V. Rao, Sayida M.K, Jayachandren M. C, Sajad Ali (India)

S18-05 Effect of the Position of Geotextiles on the Strength Characteristics of Subgrade Soil in Bituminous PavementsTarun Gupta, Tanuj Chopra, Rajesh Pathak (India)

S19 Soil-geosynthetic interaction - Pullout and reinforcement 09:00-10:30

Chair: Tolga Özer (Okan University, Turkey)

S19-01 Assessment of behavior of soil-geocell pullout capacityAdem Işık, Ayhan Gurbuz (Turkey)

S19-02 Compressive Strength Behaviour of Glass Fibre Reinforced Blast Furnace Slag-Based MaterialDaipayan Mandal, B Ram Rathan Lal, K Shankar (India)

S19-03 Specimen size effects in triaxial testing of geotextile reinforced sandNandhi Varman A M, MadhaviLatha G (India)

S19-04 Small-Strain Dynamic Properties of Sand-EPS bead MixturesSafwat H. Ramadan (Canada), Rami M. El Sherbiny, Mohamed A. El-Khouly (Egypt)

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S19-05 Deformation properties of geosynthetic reinforced gravel at small strain rangeStanislav Lenart (Slovenia), Junichi Koseki (Japan)

S19-06 Uniaxial GGR pullout mechanism characterization from calcareous sands as a backfillAhmad Abdelmawla, Ashraf Alashaal, Yasser Hegazy, Sherif Akl (Egypt)


TL3 Design and Construction of Very High Tiered Reinforced Soil Retaining Walls in Difficult ConditionsRajagopal Karpurapu (Indian Institute of Technology Madras, India)

S20 ground improvement - reinforced Foundation 2 11:00-12:30

Chair: Hemanta Hazarika (Kyushu University, Japan)

S20-01 FLAC based 3D numerical analysis of machine foundations resting on geosynthetics reinforced soil bedHasthi Venkateswarlu, Kumar N. Ujjawal, A. Hegde (India)

S20-02 Behavior of closely spaced strip footings on geocell_ reinforced sand by using particle image velocimetry (PIV)Marzieh Norouzi, Mahmoud Ghazavi (Iran)

S20-03 Bearing capacity of reinforced soil under a strip footing: centrifuge testsAlexandros Kyparissis, Margarida Pinho-Lopes (United Kingdom)

S20-04 Influence of Prestress on the Behaviour of Footings resting on Reinforced Foundation BedsJayamohan Jayaraj, Ramaiah Shivashankar, Anjali Anandan (India)

S20-05 Effect of anchor system on bearing capacity of coir geotextile reinforced bedsNeethu P N, Jayasree P K, Sabith K (India)

S20-06 Estimation of Modular Ratio of Reinforced Foundation Bed from Measured Stress InducedVijay Kiran Kota, Madhav Madhira (India)

SS5 Special Session 5 (lH) - innovative materials & Technologies for the Sustainable City

11:00-12:30

Organizer: Kyu-Nam Jin (Korea Land & Housing Corporation, Korea)

SS5-01 Development of new calcium source using limestone and acetic acid solution in MICPSun-Gyu Choi (KAIST, Korea)

SS5-02 FEM Analysis of Road Structure Stability depending on Installation of LID FacilitiesJong-Suk Jung (Korea Land & Housing Corporation, Korea)

SS5-03 Field Application of Element Technology for Prevention of Rain-fall induced Debris Flow Disaster in Urban AreasJung-Min Lee (Korea Land & Housing Corporation, Korea)

SS5-04 Fundamental Properties of Concrete containing Self-Healing AdmixturesSuk-Min Kwon (Korea Land & Housing Corporation, Korea)

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S21 reinforced Walls and Slopes - analysis and modeling 2 11:00-12:30

Chair: Richard Bathurst (GeoEngineering Centre at Queen`s-RMC , Canada)

S21-01 Seismic analysis of Gravity retaining wall with EPS Geofoam inclusionAlekhya Boyanapalli, Subhadeep Banerjee, Boominathan. A, Krishna Chaitanya Ch (India)

S21-02 Influence of Upper Tier on the Reinforcement Forces in the Lower Tier in a Two Tiered Reinforced Soil Retaining WallKrishna Chaitanya Chevuri, K. Rajagopal (India)

S21-03 Numerical Analysis of Shored Reinforced Soils WallsBhushan Khirwadkar, Ratnakar Mahajan (India)

S21-04 Analysis of force and deformation characteristics in geosynthetic-reinforced structuresShu-Gang Ai, Hong-Xin Chen, Shi-Jin Feng (China)

S21-05 Deformation Analysis of geogrid reinforced soil retaining wall with full height of rigid wall facing damaged by the 1995 Hyogoken-Nanbu EarthquakeSusumu Nakajima (Japan)

S21-06 Laboratory Evaluation of Deformations of Geosynthetic-Reinforced Retaining Walls Subjected to Footing LoadingJamal Kakrasul, Jie Han, Seyed Mustapha Rahmaninezhad (USA)

S21-07 Horizontal displacements of reinforced soil walls from Limit Equilibrium calculationsPietro Rimoldi (Italy)

DS Discussion Sessions - Wrinkles, Bridging, Uplift and Ballasting during liner installation

11:00-12:30

Organizer: Ian D. Peggs (I-Corp International, Inc., USA)

DS-01 Managing Wrinkles, Bridging, and Ballasting during Geomembrane InstallationIan D. Peggs (I-Corp International, Inc., USA)

DS-02 Review of MQC and MQA by Material and Manufacturing Factors on Wrinkle Formation and Propagation of Geomembranes Before/After InstallationHan-Yong Jeon (Inha University, Korea)

DS-03 Analysis of wrinkles and bridging of geomembranes leading to practical guidanceJP Giroud (JP Giroud, Inc, France)

DS-04 Third Party Testing of Geomembranes for a Safer EnvironmentPhillip Bennett (Geotest, South Australia)

DS-05 Managing Wrinkles, Bridging and Ballasting during Geomembrane InstallationHo Kum Hou (Geoplus Enviro Sdn. Bhd., Malaysia)

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S22 Coastal and river Protection 11:00-12:30

Chair: Chris Lawson (Tencate Geosynthetics Group, Malaysia)

S22-01 Performance of Pilot Test of Geotextile Tube Filled with Lightly Cemented ClaySoon Hoe Chew, Hor Mun Audrey Yim, Juan Wei Koh, Zi Xun Eng, Kok Eng Chua, Si En Danette Tan (Singapore)

S22-02 Model tests on two-layer stacked geomembrane tubesWei Guo (China), Jian Chu (Singapore)

S22-03 A Mekong Delta Experience: Protecting the Riverbanks with Geosynthetics Sand ContainersJong Hao Su (Malaysia), Janne Kristin Pries (Germany)

S22-04 Bioengineering Approach for Shoreline Protection using Geosynthetics: A Malaysian PerspectiveL. K. Lim (Malaysia), S. H. Chew (Singapore), S. H. Wee, Lucas U. C. Lau (Malaysia)

S22-05 Resistance of Geosynthetics Reinforced Coastal Dykes against Over-topping TsunamiYoshiaki Kikuchi, Taichi Hyodo, Yasuo Nihei, Fumio Tatsuoka, Takeru Kobayashi, Yuka Kakihara, Yuki Kurakami, Keisuke Fukatsu (Japan)

S22-06 Coastal erosion control alternatives with geosynthetics: study case of Ponta Negra beach, Natal, BrazilFagner Franca, Ricardo Amaral, Marcio Medeiros, Andre Dantas (Brazil)

S23 Barrier Systems 1 11:00-12:30

Chairs: Takeshi Katsumi (Kyoto University, Japan), Irene Nyirenda Inan (GSE World)

S23-01 The evolution of melt thermograms of HDPE, LLDPE and blended geomembranes incubated at 105°CRamy Awad, Mohamed S. Morsy, R. Kerry Rowe (Canada)

S23-02 Predicting the depletion of antioxidants in high density polyethylene (HDPE) under sunlight using the reciprocity lawSiavash Vahidi, Grace Hsuan, Adel ElSafty (USA)

S23-03 Visualization of bentonite desiccation during thermal cycling using X-ray CTToshifumi Mukunoki (Japan), W. Andy Take (Canada)

S23-04 Comparative study: Oven tests and High-pressure autoclave tests (HPAT) on one commercially available PE-HD materialAnja Martin, Helmut Zanzinger (Germany)

S23-05 Analysis of the Effect of a White Coextruded Layer on the Development of Solar Radiation-Induced Wrinkles in Polyethylene GeomembranesDavid Beaumier, Patricia I. Dolez, Eric Blond, Doyin Adesokan (Canada)

S23-06 A comparison of HDPE geomembranes for response to strains that may be associated with stress crackingDoyin Adesokan, Bryce Marcotte, Ian Fleming (Canada)

S23-07 Lining of Mine Residue Storage FacilitiesMichael Sadlier, Fred Gassner (Australia), John Cowland (Hong Kong)

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CS1 igS Chapter Session 1 - igS Turkish Chapter Session 13:30-15:30

Organizer: Erol Guler (Bogazici University, Turkey)

CS1-01 Reduced Scale Laboratory Physical Model for a Geotextile Reinforced Embankment under Groundwater FlowAbdullah Tolga Özer (Okan University Civil Engineering İstanbul, Turkey)

CS1-02 Shaking Table Experiments on Soil Isolation Using Geosynthetics for Medium Rise BuildingsAyse Edincliler (Bogazici University, Turkey)

CS1-03 Soil Improvement with mini jetgrout columns and geogrid reinforced mechanical fill system under a machine foundationOzan Dadasbilge (GEOCON Geotechnical Consultants, Turkey)

CS1-04 Application of layered composite theory for predicting the mechanical properties of geotextilesUmit Halis Erdogan (Dokuz Eylul University, Turkey)

CS1-05 Numerical analysis of uplift capacity of strip plate anchors in reinforced and unreinforced cohesionless soilsBilal Korkmaz (Sirnak University, Turkey)

CS1-06 Experimental investigation of the stabilization performance trends of two geogrids constructed on low bearing capacity subgradeSerdal Terzi (Suleyman Demirel University, Turkey)

CS1-07 Effect of geofoam location and density on the improvement of buried flexible pipeBerkan Soylemez (Middle East Technical University, Turkey)

CS1-08 Model test of geosynthetic reinforced slopes in a geotechnical centrifugePelin Aklik (Universität für Bodenkultur, Institut für Geotechnik, Austria)

CS1-09 Results of full-scale field impact load tests on HDPE pipes with geogrid protective layerSami Oguzhan Akbas (Gazi University, Turkey)

S24 Filtration, Drainage and Erosion Control - Drainage 13:30-15:30

Chairs: Ennio Marques Palmeira (University of Brasilia, Brazil), Preston Kendall (Geofabrics Australasia, Australia)

S24-01 Performance Evaluation of Geomat Drainage Geocomposites and Case HistoriesAigen Zhao, Sachin Mandavkar (USA), Moreno Scotto, Pietro Rimoldi, Salvatore Miliziano (Italy)

S24-02 Hydraulic transmissivity temperature and flow condition effects and correction formulation for typical drainage productsC. W. Hsieh, J. R. Lai, W. S. Shyu (Taiwan)

S24-03 Use of an electrically conductive drain-tube planar geocomposite (eGCP) for accelerating the dewatering of mine tailingsPatricia I. Dolez, Eric Blond, Pascal Saunier (Canada)

S24-04 Minimizing clogging of geosynthetic drainage - Mechanism of erosion of adjacent soil particlesSo Takezaki, Kazuto Endo, Takeshi Katsumi (Japan)

S24-05 Geosynthetic Drainage Geocomposite Materials Connections and AttachmentsRobert Koerner, George Koerner (USA)

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S24-06 Assessment of long term water flow capacity of geocompositesGuillaume Stoltz, Gisèle Bambara, Naïm Chaouch, Didier Croissant, Nathalie Touze-Foltz, Alain Hérault (France)

S24-07 Comparison of 1-D and 2-D Geotextile Dewatering Tests with fly ash slurryNuzhath Fatema, Shobha K. Bhatia, William F. Grady (USA)

S24-08 Evaluation of the Effectiveness of Permeable Paver in Sight of Water PresenceBruna Gabrielly Oliveira Ribeiro, Ivonne Alejandra Maria Gutierrez Góngora, Haroldo da Silva Paranhos, Cássio Brenner Teixeira de Souza (Brazil)

S24-09 The state of the art and new tri-planar drainage composite for landfill cappingsRubén Palacios, Ángel Leiro López (Spain)

S25 reinforced Walls and Slopes - Design and Construction issues 13:30-15:30

Chair: Victor Pimentel (Geo Solucoes Ltda., Brazil)

S25-01 Long-term Measurement of Frost-Heave Deformation in Geotextile-Reinforced Soil WallsAtsuko Sato, Tatahiro Yamanashi, Teruyuki Suzuki, Naoki Tatta, Tetsuya Kubo (Japan)

S25-02 Design and construction of reinforced soil slope in the heavy rainfall tropical climate in Kapit, Sarawak, MalaysiaShin-Hoe Wee, Lin Lee, J. S. Kho (Malaysia)

S25-03 Comparison of Various Types of MSE Wall FacingsNelson Chou, Tai-Yi Liu, Yan-Shun Chen, Heng-Chih Cheng (Taiwan)

S25-04 Design, Construction and Monitoring of Polymeric Strip Reinforced Soil Founded on Soft SoilRatnakar R. Mahajan, Mahesh Baburao Shedekar, Vikramjiet Roy (India)

S25-05 Engineering Performance Assessment of a Reinforced Soil Retaining Wall Founded on Unstable GroundBo Zhang, Russell Jones (United Kingdom)

S25-06 Effect of geogrid-facing connection on MSE wall deformations induced by laterally loaded pilesWessam Mohammed, Jie Han (USA)

S25-07 Design and construction of reinforced walls in Italy in complex static and seismic conditionsPietro Rimoldi (Italy)

S25-08 The design of soil reinforced structures with thin concrete facing panels under railwaysViktor Toth, Juraj Ortuta, Jaroslav Adamec (Slovakia)


Chair: Abdelmalek Bouazza (Monash University, Australia)

S26-01 The “zero leakage” approach and German regulations for geosynthetics used in landfill liner and capping systemsAndreas Woehlecke (Germany)

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S26-02 Effect of Dual Track Wedge Welding at 30℃ Ambient Temperature on Post-weld Geomembrane Oxidative Induction TimeR. Kerry Rowe, William Francey (Canada)

S26-03 MULTI-Component Geosynthetic Clay Liner Improves Barrier ApplicationsKent Von Maubeuge (Germany)

S26-04 Mechanisms Controlling Hydraulic Conductivity of Bentonite-Polymer Geosynthetic Clay LinersKuo Tian, Craig H. Benson, William, J. Likos (USA)

S26-05 Soil-water characteristics curve of geosynthetic clay liners: Effects of temperature and void ratioAli Ghavam-Nasiri, Abbas El-Zein, David Airey (Australia), R. Kerry Rowe (Canada)

S26-06 Applicability of the equivalent coefficient of permeability in geomembrane lining systems having defectsAe Young Lee, Eun Chul Shin, Jang Il Kim (Korea)

S26-07 Asperity height or asperity concentration: what matters more for interface shear resistance on textured polyethylene (PE) geomembranes?Doyin Adesokan, Eric Blond (Canada)

S26-08 Developments and guidance in global geosynthetic specification and regulationsBoyd Ramsey (USA), Stephen Corbett (United Kingdom)

S26-09 Methodology for the determination of Civil Engineering structures waterproofing solutionsLinda Nait Ali, Fabien Ayrinhac, Matthieu Vuillerme (France)

S27 general geotechnics - Foundations, Slopes and retaining Walls 13:30-15:30

Chair: Tugba Eskisar Tefci (Ege University, Turkey)

S27-01 A Study on Mechanically Stabilized Earth Wall Lateral Displacements Reinforced with Geosynthetics and Steel Strips Using GeoStudio (2D) and Plaxis 3DChristine Langcuyan, Myoung-Soo Won (Korea)

S27-02 Finite Element Analysis of Multi-tiered Reinforced Fly Ash Wall Using PLAXIS 3DAnkita Kumar, Jnanendra Nath Mandal (India)

S27-03 Evaluation on heat exchange efficiency of coaxial-type ground heat exchangerKwanggeun Oh, Sangwoo Park, Seokjae Lee, Shin-in Han, Hangseok Choi (Korea)

S27-04 A Design Case of Deep Excavation with Steel pipe Strut MethodKyu Hyung Kim, Jong Ho Lee, Hwang Eui Pil, Seung Gwon Seo, Kang Il Lee (Korea)

S27-05 Stability analysis of a steep slope reinforced with pressure-grouted soil nailsSungjune Lee (Korea), Yongmin Kim (Singapore), Sangseom Jeong, Kwangwoo Lee (Korea)

S27-06 Comprehensive study on construction and design method for cast-in-place energy pilesSangwoo Park, Seokjae Lee, Kwanggeun Oh, Hangseok Choi, Kyoungsik Jung (Korea)

S27-07 2-D numerical investigation on load transfer in pile-supported fill platforms subjected to cyclic loadingZhen Zhang, Jie Han, Guanbao Ye, Fengjuan Tao (China)

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S27-08 Green Terramesh Retaining Wall as Embankment Fill at V27 Viaduct in North Marmara Highway ProjectDogan Gundogdu, Serap Kaymakci, Ceren Demirel (Turkey)

S28 innovative Uses and New Developments 1 13:30-15:30

Chair: John McCartney (University of California San Diego, USA)

S28-01 New developments in polyethylene materials for geomembrane applicationsKumhoong Lou, Amos Tay, CheeSiong Lim, KumHoong Lou (Singapore)

S28-02 An investigation of a hybrid of stone and concrete columns with geosyntheticsDenis Kalumba, Yogen. Pudaruth (South Africa)

S28-03 Optimising terminal asset integrity and safety through the use of emerging materials, technologies and innovationDarren Hughes, Lim Chong (United Kingdom)

S28-04 Current Developments and Trends for Water Reservoir Renovation with GeosyntheticsMichael Sadlier (Australia), Ron Frobel (USA)

S28-05 Case study on the low improvement ratio deep mixing method utilizing geosyntheticsTsuyoshi Murashita, Masahiro Yoshikoshi, Masanori Ohtani, Toshiya Kaneko, Mikio Kubo, Seiki Murakami, Yoshinao Kurachi (Japan)

S28-06 Redmud containment using composite reinforced soil structure; a green perspectiveMeenu P S, Rudra Budhbhatti, Minimol Korulla (India)

S28-07 BIM and GeosyntheticsPietro Pezzano, Marco Vicari (Italy), Nicola Brusa (United Kingdom)

S28-08 In-situ tests of countermeasure technique for the frost heave on cut slopes using geocell and thermal insulation materialRyosuke Ogasawara, Kentaro Mori, Yutaka Hashizume, Kenji Kaneko (Japan)

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TL4 Pavement Structures Reinforced with GeosyntheticsKrystyna Kazimierowicz-Frankowska (Polish Academy of Sciences, Institute of Hydro-Engineering, Poland)

igS TC4 igS TC Session 4 - New Design and research approaches for Fundamental geosynthetic: Soil reinforcement applications

09:00-10:30

Organizer: Gerhard Braeu (Zentrum Geotechnik, Technical University of Munich, Germany)

IGS TC4-01 Probabilistic analysis and design of reinforced soil walls and slopesRichard Bathurst (GeoEngineering Centre at Queen`s-RMC, Canada)

IGS TC4-02 Performance of geogrid reinforced and stabilized base coursesLars Vollmert (NAUE GmbH & Co. KG, Germany)

IGS TC4-03 Semi-probabilistic approach to the stability of veneer reinforcementPietro Rimoldi (Consultant, Italy)

IGS TC4-04 Seismic design of reinforced soil walls in Japan and case study on the 2016 Kumamoto earthquakeYoshihisa Miyata (National Defense Academy of Japan, Japan)

S29 Soil-geosynthetic interaction - Soil-geosynthetic interface Behavior 2 09:00-10:30

Chair: Nicola Moraci (Mediterranean University of Reggio Calabria, Italy)

S29-01 Interaction behavior of soil and geogrid reinforcementAlireza Tatari, Jonathan A Black (United Kingdom)

S29-03 Direct Shear Behaviour of Copper Slag-Geogrid InterfacesSunil K. Ahirwar, J.N.Mandal (India)

S29-04 Interface properties of geotextiles with and without wicking functionEarl Marvin De Guzman, Samuel Kaluzny, Marolo Alfaro (Canada)

S29-05 Investigation of Sand-Geotextile Interface behavior by Laminated Shear TestChao Xu, Yang Yang, Shunran Zhu (China)

S29-06 The influence of cyclic loading histories on soil-geogrid interface behaviour under pullout conditionsMarilene Pisano, Giuseppe Cardile, Nicola Moraci (Italy)


Chair: Ian Fraser (TCS Geotechnics, United Kingdom)

S30-01 A comparative study on the performance of geocells with synthetic and natural fibersBalan K, Sreelekha B (India)

S30-02 Analysis of reinforcement options for a partially saturated slopeSabatino Cuomo, Vincenzo Di Polito, Lorenzo Frigo (Italy)

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S30-03 Design of geosynthetics over areas prone to subsidenceNicola Brusa (United Kingdom), Patrick J. Naughton (Ireland), Moreno Scotto (Italy)

S30-04 Evaluation of mechanical properties on the degradation of fibers netting subjected to rainfallVivi Anggraini, Agusril Syamsir, Fauziah Ahmad, Bujang B.K Huat, Abdulmalek Mohammed Hussein Sofan (Malaysia)

S30-05 Design charts for low-height geotextile-reinforced sand slopesEmmanuel Baah-Frempong, Sanjay Kumar Shukla, Hang Vu (Australia)

S30-06 Field Load Transfer Characteristics of Geotexile-Pack MicropileChangho Choi, Jeongmin Goo, Sam-Deok Cho (Korea)

S31 Filtration, Drainage and Erosion Control - Filtration 09:00-10:30

Chair: Daniele Cazzuffi (CESI SpA, Italy)

S31-01 Experience with Geosynthetics in Canal Irrigation Projects supported by the World BankHerve Plusquellec (France)

S31-02 Environmental conditions for the ochre formation in geotextile filtersLuiza Gabriela Cruz dos Santos Correia, Mauricio Ehrlich, Marcos Barreto de Mendonca (Brazil)

S31-03 Experimental and parametric study of clayey sludge filtration by various geotextilesPhilippe Delmas, Guillaume Stoltz (France), Arnstein Watn (Norway), Romain Diederich (Luxembourg)

S31-04 A Filtration Concept for Woven Geotextile with Flocculated Fine Grain SoilZi Xun Eng (Malaysia), Soon Hoe Chew (Singapore)

S31-05 Evaluation of Geotextile Filter Application in Embankment Dams with Artificial Neural NetworkAli Rahimi (Iran)

S31-06 A review of theoretical methods for quantifying the number of constrictions in nonwoven geotextile filtersRodrigo Alves e Silva, Delma de Mattos Vidal (Brazil)

S32 Basal reinforced Piled Embankment 11:00-12:30

Chair: Jie Han (The University of Kansas, USA)

S32-01 A laboratory device to analyze the behavior of pile-supported embankment reinforced by geosyntheticsLaurent Briançon, Abdelkader Abdelouhab (France)

S32-02 Performance of an embankment on column improved clay deposit with a geogrid reinforced slopeJinchun Chai, Sailesh Shrestha, Takenori Hino, Takemasa Uchikoshi (Japan)

S32-03 Comparison of FHWA and BS8006 design methods for geosynthetic reinforcement over pilesMarco Isola, Aigen Zhao (USA), Moreno Scotto (Italy)

S32-04 The Design Guideline Basal Reinforced Piled Embankments; the Dutch CUR226:2016 and the German EBGEO:2010; a comparison of design models and safety approachesSuzanne J.M. van Eekelen (Netherlands), Lars Vollmert (Germany)

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S32-05 A simple parametric study on the distribution of geosynthetic strains in geosynthetic-reinforced piled embankmentTaehee Lee, Su-Hyung Lee, Il-Wha Lee, Young-Hoon Jung (Korea)

S32-06 Reinforced embankments for the causeway for Pont Briwet Project, Penrhyndeaudreath, North Wales, UKPatricia Guerra-Escobar (United Kingdom)

S33 innovative Uses and New Developments 2 11:00-12:30

Chair: Michael Sadlier (Geosynthetic Consultants Australia, Australia)

S33-01 Use of Geosynthetic Basal Reinforcement to Limit Lateral Spreading of Embankments Subjected to Earthquake LoadingsChris Lawson (Malaysia)

S33-02 Innovative multifunction geocomposite for waste landfill cappingJ. L. Michaux, J. M. Courberand, M. Brochier, P. Brochier (France)

S33-03 A Smart Geotextile For Early Detection of Potential Transportation Substructure FailureKurt Rudahl, Sally E. Goldin (Thailand)

S33-04 Characterization of an Instrumented GeoStrap® with Plastic Optical Fiber Bragg GratingsMatthieu Aressy, Y. Bennani (France), A. Lacraz, A. Theodosiou, K. Kalli (Cyprus)

S33-05 Use of multifunctional geocomposites as dampers for structures subjected to external vibrationsTamas Szatmari, Péter Beke (Hungary)

S33-06 Advanced Multiple Leno Woven Geogrids with Enhanced PropertiesTill Quadflieg, Jan Jordan, Thomas Gries (Germany), Oleg Stolyarov (Russia)

S33-07 Shaking table experiments on geotechnical seismic isolation for low-rise buildings using geosyntheticsAyse Edincliler, Murat Calikoglu (Turkey)

S34 Durability and long Term Performance - Barrier 11:00-12:30

Chair: Mark Morales (PGA-Earth Structure Solutions, Inc., Philippines)

S34-01 Hydraulic conductivity of a geosynthetic clay liner (GCL) from a composite liner after 12-yr of atmospheric exposureThomas Williams, Craig Benson, Kuo Tian, Nazli Yesiller, James L. Hanson (USA)

S34-02 Effect of liner temperature on the long term stress cracking of HDPE geomembranes under simulated field conditionsFady Abdelaal, R. Kerry Rowe, Richard W. I. Brachman (Canada)

S34-03 Evaluation tests on PE-HD Geosynthetic Barriers after Exposure TestsHelmut Zanzinger, Anja Martin (Germany)

S34-04 Temperature Effect on Diffusive Transport of Volatile Organic Compounds through a Composite Liner SystemJongwan Eun, M Sina Mousavi, Mostafa Afzalian (USA)

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S34-05 How do Certification Schemes of Geosynthetics make expected Benefits of the Use of Geosynthetics More ReliablePierre Lebon (France)

S34-06 Condition assessment of a 30-year old pond linerRobert (bob) Wallace (USA), Justin Woolston, Peter DiDonna (Australia), Ian D. Peggs (USA)

S34-07 Acceleration of chemical degradation of polyester reinforcement products under mechanical stress in high alkaline conditionsOliver Detert, Stepan Koroliuk (Germany)

S35 Hydraulic applications 11:00-12:30

Chair: Pietro Rimoldi (Consultant, Italy), Laura Carbone (HUESKER Synthetic GmbH)

S35-01 Experimental Analysis on the Stress and Strain of Geotextile-Reinforced Tubes During Filling and Dewatering of Dredged SoilTae-Woong Park, Peter Rey Dinoy, Hyeong-Joo Kim, Sung-Gil Moon, Hyeong-Soo Kim, Ri Zhang (Korea)

S35-02 Geotextile tubes as contaiment dykes and breakwater structuresHendra Hidayat, Steven Andrianto, Richard Tino, Bayu Mujahidin (Indonesia)

S35-04 A comparative study: Capillary Flow Porometry and Dry Sieving test results for geotextilesNuzhath Fatema, Shobha K. Bhatia, Richard Lacey (USA), Eric Blond (Canada)

S35-05 Construction of flood protection dyke using poor draining backfill materials on the banks of river Ganges, IndiaKiran Kumar Rumandla, Nanda Kishore C (India)

S35-06 Bituminous Geomembrane in Hydraulic constructionRob Mcilwraith (Australia), Bertrand Breul, Bernard Breul (France)

S36 Properties and Testing - reinforcement 2 11:00-12:30

Chair: Marianna Ferrara (Maccaferri of Mexico, SA de C.V., Mexico)

S36-01 Creep and Stress Relaxation Properties of Biaxial PP geogrids Under Low Loading LevelsHuabei Liu, Qianyong Xiang (China)

S36-02 Experimental study on the field installation damage and pullout resistance of pocket-lug-type geosyntheticsJaehyeung Jeoung, Sungpil Hwang, Jaehong Kim, Jangwon Lee (Korea)

S36-03 Load-strain-time behaviours of a PP geogrid affected by temperature change historiesBhubehj Terum, Warat Kongkitkul (Thailand)

S36-04 Geosynthetic Cementitious Composite Mats - Essential Characteristics and PropertiesWilliam Crawford, Marcin Kujawski (UK)

S36-05 Compilation of non-linear three-component model for simulations of rate-dependent load-strain-time behaviours of geogridsYodphao Punya-In, Warat Kongkitkul (Thailand)

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S36-06 Assessment of the temperature influence on the tensile strength and elongation of woven geotextiles used in landfillEugeniusz Koda, Anna Miszkowska, Agnieszka Kiersnowska (Poland)

CS2 igS Chapter Session 2 - indian Case Studies Session : ground improvement for Construction over Poor and Swelling Soils

13:30-15:30

Organizer: Uday Chander (Indian Chapter of IGS, India)

CS2-01 Construction of embankments and retaining walls on black cotton soil deposits using geosyntheticsG. Venkatappa Rao (IIT Gandhinagar, India)

CS2-02 Experiences gained from expansion of storage capacity of a lined pond at Hindustan Zinc Ltd.Rajagopal Karpurapu (Indian Institute of Technology-Madras, India)

CS2-03 Geosynthetics in irrigation canals in swelling soils of Gujarat, India : a case studyVivek P. Kapadia (Government of Gujarat, India)

CS2-04 Geosynthetic reinforcement in distressed canal embankment in Gujarat, India : a case studyVivek P. Kapadia (Government of Gujarat, India)

CS2-05 Reinforced soil wall for Monsoon Palace, Aamby ValleySaurabh Vyas (Techfab India Industries Ltd, India)

CS2-06 Stabilization of ravines : case study of Sabarmati river, Gujarat State, IndiaAmit Prashant (Indian Institute of Technology Gandhinagar, India)

CS2-07 Construction, Closure & Capping of Geosynthetic Lined Slurry Pond at Vishakhaptnam-India-15 year experienceRanjit Dash (Garware Wall Ropes Ltd., India)

CS2-08 River bank protection using polymer gabions – A case study on the river Tapi in IndiaTiru Kulkarni (Garware Wall Ropes Ltd., India)

S37 reinforced Walls and Slopes – Seismic Consideration 13:30-15:30

Chair: Yoshihisa Miyata (National Defense Academy, Japan)

S37-01 Experimental Study of Unreinforced and Reinforced Soil Retaining Wall using Shake Table FacilityAvishek Chakraborty, Arjunsil Sil (India)

S37-02 Dynamic Reinforcement Strains of a Geosynthetic Reinforced Soil Bridge Abutment under Earthquake LoadingYewei Zheng, John Mccartney, P. Benson Shing, Patrick J. Fox (USA)

S37-03 Numerical study of seismic behavior of reinforced soil bridge abutments located on soft clays of southwest IranKazem Fakharian, Mohammadreza Kashkooli (Iran)

S37-04 Life cycle costs of geosynthetic-reinforced soil slopes subjected to an earthquakeMasahiro Shinoda, Yoshihisa Miyata (Japan)

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S37-05 Seismic Stability of Reinforced Soil Wall Considering Oblique Pull–Coherent Gravity MethodPvsn Pavan Kumar, Madhira R. Madhav (India)

S37-06 The effects of the 2016 Kumamoto earthquake on Multi-Anchored Reinforcement WallTaketo Hayashi, Shinji Nakamura, Takeharu Konami (Japan)

S37-07 Geosynthetic Reinforced Earth System Design under Earthquake-prone Area Study Case : Jakarta and West SumateraYustian Heri Suprapto, Dandung Sri Harninto (Indonesia)

S37-08 Investigation of Seismic Performance of Geotextile Reinforced Embankments by Shake Table Tests and Numerical ModellingAyse Edincliler, Yasin Sait Toksoy (Turkey)


Chair: Richard Brachman (Queen’s University, Canada)

S38-01 A new approach to correlate slow crack growth of HDPE nanocomposites with fracture toughnessSukjoon Na, Long Nguyen, Sabrina Spatari, Yick G. Hsuan (USA)

S38-02 Geomembrane puncture and strains from tire derived aggregate for use in landfill applicationsBryce Marcotte, Ian Fleming (Canada)

S38-03 Why Covered Geomembrane Leak Location (Dipole) is Crucial on Any Impervious WorkCharpentier Carl, Jacquelin Thierry (Canada)

S38-04 Protection Geotextiles for Geomembranes in Landfill ApplicationsKent Von Maubeuge (Germany)

S38-05 Stability on slope of earthfill on geosynthetics lining systems (GLS)Guillaume Stoltz, Daniel Poulain, Guillaume Veylon, Sylvie Nicaise, Francis Tano (France)

S38-06 Performance of Geobarrier System under Rainfall InfiltrationHarianto Rahardjo, Nurly Gofar, Alfrendo Satyanaga (Singapore)

S38-07 Bituminous geomembrane in Mine ConstructionRob Mcilwraith (Australia), Bertrand Breul, Bernard Breul (France)

S38-08 Seismic behavior and numerical simulation of earth-fill dam with geosynthetic clay liner in shaking table testKyungbeom Jeong, Satoru Shibuya, Satsuki Kataoka, Jemin Baek, Toshinori Kawabata, Yutaka Sawada, Hiroshi Nakazawa (Japan)

S39 reinforced Walls and Slopes - Case Study 2 13:30-15:30

Chair: Dimiter Alexiew (Consultant Geosynthetics & Geotechnics, Germany)

S39-01 Reinforcement of an old retaining structure using soil containing fine particles and multifunctional geocomposite.Alain Nancey (France)

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S39-02 Case study on the use of high hybrid MSE walls in mine industryHakan Ozcelik, John Sadler (Turkey), Rick Kiel, Christopher Leaf, Dave Geier, Tom Mando Kapita (USA), Paolo Di Natale, Bülent Özgür Odabaşı (Turkey), Giovanni Vaciago (Italy)

S39-03 Geosynthetic-reinforced soil structures, recent Indonesian case historiesMarco Cerro (Malaysia), Matteo Lelli, Riccardo Laneri (Indonesia), Moreno Scotto, Pietro Rimoldi, Pietro Pezzano (Italy)

S39-04 Performance of a mechanically stabilized earth retaining wall built on soft clay foundation improved by rammed aggregate piers in a trial embankmentMark Morales, Emilio M. Morales, Rajiv Eldon E. Abdullah (Philippines)

S39-05 A case study report of a hybrid flexible MSE wall in the Tehran-North highway (Iran)K. Ashtari, M. Moharrami, M. Mohiti (Iran)

S39-06 The application of a pile-restrained reinforced soil compound retaining wall in a highway projectDai Zheng-jie, Chen Li-li, Zhou Yi-tao (China), Nigel Wrigley (United Kingdom)

S39-07 Using reinforced embankments as solid waste retaining structures: The case of Café Unsanitary Dumpsite in the Municipality of Bar, MontenegroNikos Tsatsos (Greece), Konstantinos Leontaridis (United Kingdom)

S39-08 Case histories on reinforced soil structures for municipal solid waste management in ChinaLiang Ding (China), Tack Weng Yee (Malaysia)

S40 general geotechnics - material Characterization and analysis 13:30-15:30

Chair: Cavit Atalar (Near East University, United Kingdom)

S40-01 Effect of Sand Paper Grading on the Shear Behaviours of Fine-grained SandAbdullah Ekinci, Mohamad Hanafi (Turkey), Pedro Miguel Vaz Ferreira (United Kingdom)

S40-02 Features of using control equipment of investigation of soil regarding Kazakhstan norms and EurocodeAssel Tulebekova, Askar Zh. Zhussupbekov (Kazakhstan)

S40-03 Soil particle shape analysis by Fourier descriptorsBonwhee Koo, Taesik Kim (Korea)

S40-04 Effect of Swelling Endermic Liniment coated to Pile Surface with regards to the Reduction of Dragging of Surrounding SoilTakayuki Hirao, Yoshiaki Kikuchi, Taichi Hyodo, Masatsugu Kiko, Kouta Katagishi, Shohei Namiki, Satoshi Matsumura, Makoto Takemoto (Japan)

S40-05 Effect of Partial replacement of stone dust with Portland Pozzolanic Cement as filler in waste plastic modified Bituminous mixTapash Roy, Sandip Karmakar, Purbayan Ghosh Mondal (India)

S40-06 On the interplay between seismic input energy and reinforcement strainCihan Cengiz (Germany), I. Emrah Kilic, Erol Guler (Turkey)

S40-07 Strip footing on the top of fiber reinforced cemented sand slope I.Experimental studyMohamed Sakr, Mohamed Bahloul, Ibrahim El-Shenawy, Ashraf El-Gohary, Nasser Saleh (Egypt)

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S40-08 Complex of research of retaining structure reinforced by geogridRauan Lukpanov (Kazakhstan)

E-SESSioN

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WHAT IS THE E-SESSION? The 11ICG Organizing Committee has decided to run the Poster Presentation in a new format, named the E-Session. Presenters assigned to the E-session should prepare their presentation files according to E-session presentation guidelines which will be announced later. The E-session will be arranged with electronic monitors in the Exhibition Hall so that 11ICG participants can view the E-session presentations at times of their convenience. During lunch time, presenters are required to be in front of their presentations in order to interact with those who are interested in their work. The Organizing Committee will make an announcement on the E-Session presentation schedule once it has been finalized.

Topic a: reinforced Earth Walls and Slopes

PP-A-01 Damage Type and Recovery Method according of Reinforced Earth Retaining Wall constructed on ExpresswayJongnam Do, Moon S. Nam, Byungjoo Lee (Korea)

PP-A-02 From false abutment to true abutment using MSEW with polymeric reinforcement: the Lanseria International AirportEdoardo Zannoni, Olerato Masongwa, Ernest Oliver, Nicholas Poxon (South Africa)

PP-A-03 Moisture Behavior on Gabion Faced Reinforced Soil Wall in Cold, Snowy EnvironmentSakura Kawamata, Yoshinao Kurachi, Takayuki Kawaguchi, Shunzo Kawajiri, Dai Nakaramu, Satoshi Yamashita, Keiji Hayashi (Japan)

PP-A-04 A new cost-effective and fast method to reinforce existing embankment slopes by nailing and geo-cell facingKenichi Kojima, Sumio Yazaki, Michiyuki Harata, Masahiro Ito (Japan)

PP-A-05 Behavior Characteristics of Geogrid-reinforced Soil with Improved Soil Surface by Laboratory TestsYou Seong Kim, Dae sung Cho, In hwang Bhang (Korea)

PP-A-06 Physical modelling studies of the effect of surcharge on the behavior of geogrid reinforced soil wallsR. Linhares, M. Ehrlich, S. H. Mirmoradi, L. P. de Oliveira (Brazil)

PP-A-07 Reinforced Soil Walls: Investigation of the Prediction Capabilities of the Design Methods under Working Stress ConditionsSeyedhamed Mirmoradi, M. Ehrlich (Brazil)

PP-A-08 Design Approach for Reinforced WallsValentin Feodorov, Ramiro Sofronie (Romania)

PP-A-09 Conceptual Design and Construction Methodology of Reinforced Earth Wall Structures: Case studyArun Kumar (Qatar)

PP-A-10 Investigations on Seismic Forces in Two-tiered Reinforced Soil Retaining WallsCai Xiao-guang, Li Si-han, Huang Xin, Lu Tong, Liu Wei-wei (China)

PP-A-11 Use of Secondary Reinforcement for Connection for Block Facing Reinforced Soil WallSaurabh Vyas, Bhushan Khirwadkar (India)

PP-A-12 Reinforced walls - Effect of the distance between reinforcements on reduced modelsKeli Luana Rosa Bohrer, Delma de Mattos Vidal (Brazil)

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PP-A-13 The engineering example of anti-seismic wrap-styled reinforced earth retaining wall in Guangtong to Dali RailwayLiu Changqing, Jiang Chusheng, Li Qinghai, Shi Xiao (China)

PP-A-14 Design Considerations of High Reinforced Soil Structures in a Mountainous and Seismically Active Region in Luzon, PhilippinesJose Carlo Eric Santos, John Michael B. Gargullo, Karen Joy R. Leobrera (Philippines)

PP-A-15 Effect of cohesion on internal stability of bilinear geosynthetic-reinforced slopesXiaobo Ruan, Ke Lin, Dayong Zhu (China)

PP-A-16 Stability of reinforced steep soil slopes to Eurocode 7Patrick J. Naughton (Ireland), Edoardo Zannoni (South Africa)

PP-A-17 Construction of a very high reinforced soil structure in lateritic soil: a case study on Kannur international airportMinimol Korulla, Ashish D. Gharpure (India), Francesco Ferraiolo (Italy)

PP-A-18 Comparison of experimental data of model piles in normal and seasonaly freezing soilZhanbolat Shakhmov, Rauan Lukpanov, Gulshat Tleulenova, Nursultan Mineev, Asel Tulebekova (Kazakhstan)

PP-A-19 Shaking table tests on narrow mechanically stabilized earth wallsAhmed S. Rabei, Rami El-Sherbiny, Omar Ezzeldine, Mohamed I. Amer (Egypt)

PP-A-20 Design of Geocell Stakes along Slopes using Analogy of Laterally Loaded PilesPrashant Guda, Yashodeep Patil, Suraj Vedpathak, Gautam Dalmia, Shahrokh Bagli (India)

PP-A-21 Appropriate seismic numerical simulation model for the geosynthetic reinforced soil considering boundary effectSao-Jeng Chao, Tsan-Hsuan Yu (Taiwan)

Topic B: Barrier Systems

PP-B-01 Methane Recovery from Palm Oil Mill Effluent using Flexible Geomembrane CoverHoe Boon Ng (Thailand), S. O. Lai (Malaysia)

PP-B-02 Case History of a 22-Year Old Geomembrane Liner at a Domestic Waste LandfillTimothy Rafter, Jimmy Youngblood, George Koerner (USA)

PP-B-03 Evaluation of Seepage Behavior considering Tidal Effect at Offshore Waste Landfill with Geosynthetic LinerMyounghak Oh, Haeyong Park, Hyunjin Shin (Korea)

PP-B-04 Regulations and Recommendations describing the Use of Geosynthetic Barriers - A brief Summary of regulated ApplicationsKent Von Maubeuge (Germany)

PP-B-05 Experimental Investigation of a Heterogeneous GCL ModelPreston Kendall, Daniel Gibbs, Lara Grady (Australia)

PP-B-06 In-depth Comparison of Exposed Geomembrane Leak Location MethodsCharpentier Carl, Jacquelin Thierry (Canada)

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Topic C: Filtration, Drainage and Erosion Control

PP-C-01 Laboratory study on methods to improve dewatering efficiency of geotextile tube filled by clayey silt slurryHaimin Wu, Zhenyu Tian, Yiming Shu, Guangpin Chang (China)

PP-C-02 Performance study on 3D-geomat in protection runoff erosion for highway slopeChengzhi Xiao, Feilong Cui, Chengzhi Xiao (China)

PP-C-03 Water retention curves of nonwoven geotextiles during drainageTakashi Kawamura, Takeo Umezaki, Ryuta Tsuboyama (Japan)

PP-C-04 Hydraulic Deterioration of Geotextile Filters in Tunnel Drainage SystemKang-Hyun Kim, No-hyeon Park, Ho-jong Kim, Jong-ho Shin (Korea)

PP-C-05 A study on Development for Separation and Reinforcement Geotextiles with Horizontal Drain PropertyHong Kwan Kim, Eun-mi Lee, Min-Soo Ahn (Korea)

PP-C-06 Draining Capacity assessment of a Geocomposite Applied on the Green Roof of the building of the Attorney General's Office in Brasilia, After 14 Years of its applicationLeonardo Ramalho Sales, Gustavo Martins, Haroldo Paranhos, Rideci Farias, Joyce Maria Lucas Silva (Brazil)

Topic D: ground improvement

PP-D-01 Effect of fiber length on liquefaction properties of short fibers mixed soil containing fine-grain fractionTetsumi Hori, Kenichi Sato, Takuro Fujikawa, Chikashi Koga (Japan), Timothy Newson (Canada)

PP-D-02 Laboratory Experiment on Settlement Reduction of Artificial Reef with Reinforced TypesDae-Ho Yun, Yong-Chai Chang, Yun-Tae Kim (Korea)

PP-D-03 Experimental study on mechanical behavior of triaxial geogridJun Zhang, Wen-Zhao Cao, Yan-Jun Zhou (China)

PP-D-04 Numerical analysis of new lock enhanced integral geocell reinforced sand bedsJuan Hou, Meng Xi Zhang, Hao Li (China)

PP-D-05 Optimum range of soil particle size in reinforced backfillsGholamhosein Tavakoli Mehrjardi, Mahdi Khazaei (Iran)

PP-D-06 Micro-reinforcement of Dune Sands with Pet Wastes: Laboratorial StudiesLuis Manuel Ferreira Gomes, Luis J. Andrade Pais (Portugal), Carlos J. P. Graça (England)

PP-D-07 Geotechnical properties of peat soil reinforced with non-woven geotextileMehdi Soleymani (Iran)

PP-D-09 Numerical study of encased granular column subjected to embankment loadingMarcio S. S. Almeida (Brazil), Iman Hosseinpour (Iran), Maria C. F. Almeida, Thanos N. Nikolaou, Priscilla A. C. Saggin (Brazil)

PP-D-10 The Effect of Rapid Conventional Preloading on PVD Works Under Compressible Soil Based on Geotechnical Monitoring DataNastiti Tiasundari, Dandung Sri Harninto (Indonesia)

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PP-D-11 Analysis on the efficiency of water collection and drainage according to different installing methods of Prefabricated Horizontal Drain (PHD) in ground improvement worksUk Oh, Imrak Lee, Hyeonsuk Park (Korea)

PP-D-12 Consideration of the Compression Property of Soil Mixed with Deformable Particles - One-dimensional Compression Behavior of Rubber and Aluminum Chip MixturesTakashi Kimata, Minori Yoshinaga, Noriyuki Kobayashi, Yohei Tanaka (Japan)

PP-D-13 Laboratory model experiments on piled embankments with geo-synthetics under vertical loading conditionKwang Wu Lee, Sam Deok Jo, Jeong Ho Ryu (Korea)

PP-D-14 Experimental study on the macro-meso properties of geosynthetic-reinforced granular material under plain strain conditionCheng Liang, Chao Xu, Fei Chai (China)

PP-D-15 Analysis of interaction of geosynthetics and collapsible soils on the examples of the use in KazakhstanTymarkul Muzdybayeva, Askar Zhussupbekov, Shamshygaiyn Toleubayeva, Yerlan Muzdybayev (Kazakhstan)

PP-D-16 Theoretical modeling and geotechnical monitoring of a residential building being erected on strip-membrane foundations in Noviy Urengoy in SiberiaLarisa Epifantseva, Yakov Pronozin, Iuliia Naumkina (Russia)

PP-D-17 Test of ground embankment model with the use of geosynthetic elements of reinforcement to static external loadZhanagul Zhaksybekova, Rauan Lukpanov, Zhanbolat Shakhmov, Serik Yenkebayev (Kazakhstan)

PP-D-18 Reduction in lateral swelling pressure of expansive soil using expanded polysyrene (EPS) geofoamLiang-Long Wan, Wei-lie Zou (China)

Topic E: Hydraulic and mining applications

PP-E-01 Effect mechanism of cyclic wave loading on geotube dam with seamsXiaolei Man, Yiming Shu, Haimin Wu, Rui Yuan, Xueli Liu, Wenlong Mao (China)

PP-E-02 Field testing and numerical analysis on behaviour of sand filled geotextile container coastal dike on soft soil foundationHuiming Tan, Fumao Chen, Jia Chen (China)

PP-E-04 Experimental study on the waterstop with adhesive bondingByoung Hooi Cho, Boo Hyun Nam, Sang Yeon Seo, Jungil Kim, Heejung Youn (Korea)

Topic F: roads, railways and other Transportation applications

PP-F-01 Numerical study on the behavior of ground and structure in a geosynthetic-reinforced soil integral bridgeYoungjong Sim, Kyu-Nam Jin, Eun-Soo Hong, Jun Kyung Park, Han Sung Kim, Sang Woo Bae (Korea)

PP-F-02 Review on Long-term settlements on MSEW Abutments in Service StageMoon S. Nam, Taesu Kim, Mincheol Park, Byunghan Jeon, Yongkyu Choi (Korea)

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PP-F-03 A study on reduction of base course thickness by stress dispersion effects and strength and deformation characteristics of geocell reinforced base courseKohichi Yamanaka, Kunio Minegishi, Shigeki Yaguchi, Tomoya Ito (Japan)

PP-F-04 Evaluation of Geosynthetic Performance for Permeable Pavement Subbase LayerHyeock Min Kwon, Dong Whan Cho, Jeongho Oh, Shin In Han (Korea)

PP-F-06 Proof of the effectiveness of asphalt reinforcement and evaluation of the applicability into an existing design methodArash Lavasan, Mourad Zerhouni (Germany)

PP-F-07 Shaking table tests on combined use of EPS and geogrid to improve seismic stability of bridge abutmentsJunichi Koseki, Yutaro Yamazaki, Hiroyuki Kyokawa, Takeharu Konami, Tsuyoshi Nishi, Tatsuro Kubota (Japan)

PP-F-08 Mechanically Reinforced Earth Wall using Geotube and Wire Mesh for Bridge AbutmentJa Yeon Kim, Kook Hwan Cho (Korea)

PP-F-09 High seismic performance of GRS integral bridge with approach fills of geogrid-reinforced cement-mixed gravelly soilFumio Tatsuoka, Ryoichi Soma, Hiroki Nishikiori, Kenji Watanabe, Daiki Hirakawa (Japan)

PP-F-10 Use of carbon fiber grids in pavements restorationLeandro Reis Andrade, Gisleine Coelho de Campos, Nélson César Menetti (Brazil)

Topic g: Soil-geosynthetic interaction

PP-G-01 Comparison of pullout test results carried out on steel grid and geosynthetic materialsSven Schwerdt, Ulrich Turczynski, Danny Ohle, Andrey Ponomaryov, Daniil Tatiannikov (Russia)

PP-G-02 Pull-out resistance of geosynthetic strip reinforcement in crushed stone aggregateKarolina Gradiski, Mensur Mulabdić, Krunoslav Minažek, Predrag Kvasnička (Croatia)

PP-G-03 Relevant properties of geosynthetic reinforcements on the interaction behavior under static and cyclic load conditionsOliver Detert, Arash Alimardani Lavasan (Germany)

PP-G-04 Evaluation of the performance of geotextiles using Finite Element Analysis in the settlement results: A case study in Kayseri, TurkeyHakan Yalcin, Ali Fırat Çabalar, Muge K. Akin (Turkey)

PP-G-05 Principal Component Analysis and geosynthetics testsVeronique Heili, Mario Marchetti, Pierre Lebon, Freddy Fortin (France)

PP-G-06 Assessment of the interface strength between HDPE geomembrane and tropical soil by the direct shear testSergio Luiz da Costa Junior, Paulo Cesar Lodi (Brazil)

PP-G-07 Cell-size effect on the pull-out resistance of square-shaped geocells embedded in gravelly soilsZelong Xu, Henry Munoz, Sam Ronald Oloya, Takashi Kiyota (Japan)

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PP-G-08 Static characteristics of footings on granular trench reinforced with laminar geogridAbas Mohebi, Milad Namdari (Iran)

Topic H: Sustainability and green Technology applications

PP-H-01 Development of the utilization methods of recycled PET as construction materialsYou Seong Kim, Dae sung Cho, In hwang Bhang (Korea)

PP-H-02 Evaluation of retaining structures: the use of geosynthetics compared to traditional methodsAllisson Almeida, Aline Flávia Nunes Remígio Antunes, Fábio Lopes Soares, Tayrone de Sousa Monteiro (Brazil)

PP-H-03 Geosynthetic green roofing system performance during dry periods related to rainwater runoffFagner Franca, Ada Scudelari, Thiago Louzada, Thiago Oliveira, Felipe Miranda, Marcus Lyra, Eduardo Araujo, Johan Bezerra (Brazil)

PP-H-04 The use of geosynthetic materials in special engineering geological conditions of the Far EastSergey Kudryavtsev, Tatiana Valtseva, Sergey Kudryavtsev (Russia)

Topic i: reinforced Foundation

PP-I-01 Numerical modeling of reinforced foundation pads under of load in geological conditions of Perm cityDaniil Tatiannikov, Andrey Ponomarev (Russia)

PP-I-02 Difference analysis on the performance of the pile-net composite foundations (different pile types) of high speed railwayYanqun Xu, Lin-rong Xu, Yu-hua Huang, Jun-jie Zhou (China)

PP-I-03 Estimation of Bearing Capacity of Geosynthetic-Reinforced Foundation Soil Based on Increased Angle of Internal Friction ConceptShadi Aria, Sanjay Kumar Shukla, Alireza Mohyeddin (Australia)

PP-I-04 Numerical Analyses on the Viscous Behaviour of Geogrid-Reinforced Sand subject to Sustained Loading in Plane Strain Compression TestFangle Peng, Wen-Zheng Shi, Zhen Hua (China), Warat Kongkitkul (Thailand)

PP-I-05 The Research of Behavior on Stress and Settlement based on Finite Element Analysis of Composite Ground Reinforced With GCPGyeongeop Kim, Seungju Na, Daehyeon Kim (Korea)

PP-I-06 Design method for temporary working platform using geosyntheticsPietro Rimoldi, Pietro Pezzano (Italy), Nicola Brusa (United Kingdom)

PP-I-07 Centrifuge model studies on geogrid reinforced embankmentsReshma B, K. Rajagopal, B. V. S. Viswanadham (India)

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Topic J: general geotechical Engineering

PP-J-01 Full-Scale Simulation of Road Collapse using Accelerated Pavement TestingHee Mun Park, Yeon Tae Kim, Ji Young Choi (Korea)

PP-J-02 Interlocked floor drainage, applied over concrete slab at Taguatinga Shopping, Brasilia/DF, BrazilHaroldo Paranhos, Rideci Farias, Itamar Bezerra, Roberto Pimentel (Brazil)

PP-J-03 Analysis of the Influence of Buses on Stability of Slopes for Recovery of Ravines and VocorocasHaroldo Paranhos, Rideci Farias, José Camapum de Carvalho, Roberto Pimentel (Brazil)

PP-J-04 Numerical study on behavior of thin spray-on liner implemented tunnel liningChulho Lee, Soo-Ho Chang, Kicheol Lee, Dongwook Kim, Soon-Wook Choi, Tae-Ho Kang, Byungkwan Park (Korea)

PP-J-05 Behaviour of Encapsulated Granular Trench Supported Near-slope Footing under Repeated LoadingN. Unnikrishnan, Sony Sanjeev (India)

PP-J-06 Reuse of Ribbon Archs as Reinforcement Element in Retaining Walls with Face Made by Concret BlocksRoberto Pimentel De Sousa Junior (Brazil)

PP-J-07 Comparative Study with the Displacement Controlled Model on 2D Numerical Analysis of a Shield TBM TunnelKwangho You, Kim Young Jin (Korea)

PP-J-08 Field monitoring and stability analysis of a cut slope reinforced by various earth retention systemsYoung-Suk Song, Min-Seok Kim, Kyung-Su Kim (Korea)

PP-J-09 Review on Assessment Method for Long-term settlements on Abutments in Design StageMoon S. Nam, Jong Nam Do, Mincheol Park, Heesu Han (Korea)

PP-J-10 Influence Depth of TDR Probe For Compaction ControlHyuk Seo, Wanmin Kim, Daehyeon Kim (Korea)

PP-J-11 Evaluation of Stability according to Spaces by Anchor TypeHyun Min Seo, Seong Back Park, Wo Yeol Yang, Kang Il Lee (Korea)

PP-J-12 Effects of Particle Size and Distribution on Strength Estimated by Dynamic Cone Penetrometer in Arctic RegionSang Yeob Kim, Won-Taek Hong, Jong-Sub Lee (Korea)

PP-J-13 Conditional merging technique for the accurate estimation of ground settlementInkyu Kang, Taesik Kim (Korea)

PP-J-14 Evaluation of multiplier coefficients for a pile group under seismic loading in dry loose sandBao Ngoc Nguyen, Nghiem Xuan Tran, Sung-Ryul Kim (Korea)

PP-J-15 Laboratory Study of Uniaxial Compressive Strength for Mixed Soil Specimens of Jet-grout SimulationBeom-Chul Kim, Young-Seok Jo, Yeon-Soo Jang, Bumjoo Kim (Korea)

Topic K: others

PP-K-01 Introduction of a vegetation–friendly bio-based soil binderSojeong Lee (Australia), An Thi Phuong Tran (Korea), Ilhan Chang (Australia), Gye-Chun Cho (Korea)

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PP-K-02 Applicability of insulation layer on thermal performance of energy slabSeokjae Lee, Sangwoo Park, Kwanggeun Oh, Shin-in Han, Hangseok Choi (Korea)

PP-K-03 Slope surface treatment using a bio-soil approachJooyoung Im, Yeong-Man Kwon (Korea), Ilhan Chang (Australia), Gye-Chun Cho (Korea)

PP-K-04 Leak detection through geomembrane liner using electrical resistivity methodLopa Mudra S. Pandey, Sanjay Kumar Shukla, Daryoush Habibi (Australia)

PP-K-05 Protection & Retention System of Kaliapani Chromite Mines Dump Using Gabion Wall: A Case StudySmita Tung, Dola Roychowdhury, Smita Tung (India)

Korean Geosynthetics Society

127 Mapo-daero, Mapo-gu, Seoul 04144, KoreaTEL.: +82-2-583-2167 FAX: +82-2-3295-2168E-mail: [email protected] Website: www.kgss.or.kr

11ICG Secretariat: People-X, Inc.

Haeoreum B/D (1F), 16 Yeoksam-ro 17-gil, Gangnam-gu, Seoul 06246, KoreaTEL.: +82-2-566-5950, 6031 FAX: +82-2-566-6087E-mail: [email protected] Website: www.11icg-seoul.org

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