GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K....

48
GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gop[email protected]

Transcript of GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K....

Page 1: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

GEOSYNTHETICS AND REINFORCED SOIL STRUCTURESREINFORCED SOIL STRUCTURES

Prof K. RajagopalDepartment of Civil EngineeringDepartment of Civil Engineering

IIT Madras, Chennai 600 036e-mail: [email protected]

Page 2: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

OUTLINE OF THE LECTUREOUTLINE OF THE LECTURE

• Introductory remarks• Introductory remarks• Historical background• Types and functions of geosynthetics

2/48Geosynthetics - Introduction

Page 3: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

What is a geosynthetic ?What is a geosynthetic ?

• Natural or artificial product that is used alongNatural or artificial product that is used along with soil in geotechnical constructions.

• Natural: coir, jute, hemp, etc.

• Artificial: polymeric or metallicp y

3/48Geosynthetics - Introduction

Page 4: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Why geosynthetics ?

• Geosynthetics have entirely changed the way geotechnical engineering is practicedgeotechnical engineering is practiced.

• Innovative solutions to solve difficult problems economically and expedientlyeconomically and expediently

• Enables the use of local materials – sustainable solutions

• Unskilled labour can be employed• Installation does not require heavy machineryInstallation does not require heavy machinery

4/48Geosynthetics - Introduction

Page 5: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Use of coir mat to promote vegetation growth to prevent surface erosion

5/48Geosynthetics - Introduction

Page 6: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Use of stone filled rope net gabions for shoreline stabilization at S i N i T l Tith l G j tSwami Narain Temple, Tithal, Gujarat

6/48Geosynthetics - Introduction

Page 7: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Irrigation canal lining byIrrigation canal lining by using grout filled geocells

7/48Geosynthetics - Introduction

Page 8: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Narrow stretch of road

22m high geosynthetic soil retaining wall to widen a ghat road at Vijayawada

8/48Geosynthetics - Introduction

22m high geosynthetic soil retaining wall to widen a ghat road at Vijayawada

Page 9: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Landfill construction using geosyntheticsat HZL Visakhapatnam to contain jerosite wasteat HZL, Visakhapatnam to contain jerosite waste

9/48Geosynthetics - Introduction

Page 10: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Flexible Break water unit made of th ti b h d fill dgeosynthetics – beach sand filled

bags in rope net gabions10/48Geosynthetics - Introduction

Page 11: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

REINFORCED SOIL

• Soil + reinforcement = reinforced soil• Reinforcement:

Ancient: Tree branches, grass reeds, straw, roots of vegetation bamboo tree trunksvegetation, bamboo, tree trunks

Modern: Steel, polymeric, natural materials• Soil is strong in compression & reinforcement is strongSoil is strong in compression & reinforcement is strong

in tension• Combined product has much better engineering

properties than the individual constituentsproperties than the individual constituents• Reinforced soil concept is similar to that of reinforced

concrete

11/48Geosynthetics - Introduction

Page 12: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

HISTORICAL APPLICATIONS OF REINFORCED SOILREINFORCED SOIL

12/48Geosynthetics - Introduction

Page 13: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

IS BEAVER THE FIRST CIVIL ENGINEER ?

• Semi-aquatic rodentE pert b ilder of Under ater d ellings/dams

ENGINEER ?• Expert builder of Underwater dwellings/dams• Its dwellings use natural reinforcements

13/48Geosynthetics - Introduction

Page 14: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Ziggurats of MesopotamiaA Q f i t • Constructed of clay• Agar-Quf ziggurat, near Baghdad – 3000 years old

Constructed of clay bricks 130-400 mm high, reinforced with woven

t f d l idyea s o d• Originally believed to

be 80 m tall, now it is 0

mats of reed laid horizontally on a layer of sand and gravel at

40 m highsand and gravel at vertical spacing of 0.5 to 2 m

• Reeds were also used to form plaited ropes approximately 100 mmapproximately 100 mm in diameter which pass through the structure

d t i f tand act as reinforcement 14/48Geosynthetics - Introduction

Page 15: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Ziggurats of Mesopotamia(source from Reco web site)( )

15/48

Page 16: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Great Wall of China7th century BC to about 17th century ADy y

Sections in eastern China were mainly made with bricks and chiseled stones, those in western China were made with less durablewestern China were made with less durable materials (often with clay or pounded earth reinforced with tree branches).

16/48Geosynthetics - Introduction

Page 17: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

17/48Geosynthetics - Introduction

Page 18: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

18/48Geosynthetics - Introduction

Page 19: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Adobe Bricks

Adobe is derived from the Arab word, "at-tub," referring to the earth bricks Arabs made as early as 7000 BC.

These early builders realised was that if straw, which has a

d il hgood tensile strength was embedded in a block of mud, which has good compressive strength and left to dry the

A man making adobe bricks in the Draa Valley town of Tamgroute, southern Morocco,

g yresulting brick would resist both tearing and squeezing. These composite bricks made excellent building materialsexcellent building materials. Similar bricks were also manufactured by Incas and

Aztecs in American continents

19/48Geosynthetics - Introduction

Aztecs in American continents

Page 20: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Applications of reinforced soil in R l I di t tiRural Indian constructions

In rural India mud walls are traditionally builtIn rural India, mud walls are traditionally builtwith bamboo mats – another fine example ofreinforced soil application from early daysreinforced soil application from early days

20/48Geosynthetics - Introduction

Page 21: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Early applications in last century

• Corduroy mats for forest access roads in South Carolina 1920’sSouth Carolina 1920 s

• Filter fabrics used by Terzaghi• Polyvinyl bags for sea walls in Japan

instead of straw bags• Geotextile tubes for dykes in Netherlands • Polymer meshes/membranes in EuropePolymer meshes/membranes in Europe

21/48Geosynthetics - Introduction

Page 22: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Henri Vidal (re)invents Reinforced Earth in 1963

The concept of

Henri Vidal French Engineer & Architect

reinforced soil was accidentally thought about by Mr. Vidal while playing with his children

An early form of Reinforced Earth using steel strip

i f t d t l

playing with his children on a beach

1963 : Patent filed for

reinforcement and steel membrane facing

1963 : Patent filed for Reinforced Earth

22/48Geosynthetics - Introduction

Page 23: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Basic principle of reinforced earth

Without reinforcement With reinforcementWithout reinforcement With reinforcement

23/48Geosynthetics - Introduction

Page 24: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Two identical pyramids made of dry sand with and without reinforcement layersreinforcement layers

24/48Geosynthetics - Introduction

Page 25: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Response of Unreinforced Soil Pyramid

Immediate collapse under load from a student

Close-up of foot printsLarge deformations even under small load

Immediate collapse of unreinforced soil pyramid under loading due to lateral flow of dry sand

student

g y

25/48Geosynthetics - Introduction

Page 26: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Response of Reinforced soil pyramid

Final loading by the same student t di it i ibl d f ti !!!

Careful initial loading on reinforced pyramid through deadweights standing on it – no visible deformations !!!

26/48Geosynthetics - Introduction

pyramid through deadweights

Page 27: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geotextiles or Geosynthetics ?

• Originally, most of the modern applications used geotextiles. Hence, all products were erroneously referred to as geotextiles.

• Even the international society was originally called as International Geotextile Society. Name of society changed later to International G th ti S i tGeosynthetics Society.

• Useful information can be found at website www.geosyntheticssociety.org

• Society Membership is free for students

27/48Geosynthetics - Introduction

Page 28: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Graphical symbols proposed by IGSletterSymbol symbol productSymbol symbol product

28/48Geosynthetics - Introduction

Page 29: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Letter Symbols for

Different Functions of Geosynthetics

B Barrier (fluid)D DrainageE Surficial Erosion ControlF FiltrationP Protection (of geomembranes)R ReinforcementS Separation

29/48Geosynthetics-Introduction

Page 30: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Shallow unreinforced slope

Extra road space gained

Steep reinforced slope

Geosynthetic reinforcement layersGeosynthetic reinforcement layers30/48Geosynthetics – Introduction

Page 31: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

aggregate layer geotextile separator

subgrade soil

Prevents the intermixing, prevents piping, strength of

Separation Function in a pavement layer

aggregate is preserved

Separation Function in a pavement layer31/48Geosynthetics - Introduction

Page 32: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Filtration Function

Geotextile layer acting as a filter

Water coming out without fine soil particles

32/48Geosynthetics - Introduction

Page 33: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Surface Erosion protection

E i t tiErosion protection layer

33/48Geosynthetics - Introduction

Page 34: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Drainage function of a geotextile layer

ingress of water into pavement layersg p yflow of waterflow of water

drain draindrain drain

34/48Geosynthetics - Introduction

Page 35: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

TYPES OF GEOSYNTHETICS

• Geotextiles• Geogrids• GeonetsGeonets• Geomembranes

P f b i t d ti l d i (PVD)• Pre-fabricated vertical drains (PVD)• Geosynthetic Clay Liner (GCL)• Geocells (3-d confinement)• Geocomposites & Geo-othersGeocomposites & Geo others

35/48Geosynthetics - Introduction

Page 36: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

GeotextilesGeotextiles

• Engineered sheet like products made of• Engineered sheet like products made of natural or synthetic materials

• Woven and non-woven types• Used for separation, drainage, filtration,Used for separation, drainage, filtration,

erosion control and reinforcement

36/48Geosynthetics - Introduction

Page 37: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Woven fabric – weave tt i i iblpattern is visible

Non woven fabric Non-woven fabric –fibres are randomly oriented

Rao (1995)Two Types of Geotextiles

Geosynthetics - Introduction 37/48

yp

Page 38: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Some pictures of geotextilesThin geotextile – used as separator, filtration

Thick geotextile used Thick geotextile used for cushion and drainage 38/48

Page 39: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

woven non-woven

Natural geotextiles made of juteNatural geotextiles made of jute

Geosynthetics - Introduction 39/48

Page 40: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

A woven geotextile fabricg40/48Geosynthetics - Introduction

Page 41: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geotextile layer being applied below railway trackbelow railway track

41/48Geosynthetics - Introduction

Page 42: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geogrids• Sheet like products with open apertures. Excellent

interlocking with soil. High strength products, used for g g g p ,reinforcement.

• The geogrids are of several varieties. The extruded id h l h ( N l I di d )grids have low strength (e.g. Netlon India products).

Stretched grids (e.g. Tensar products) are made by stretching process More recently several types arestretching process. More recently several types are made by knitting, welding process, etc.

• Uniaxial products used as reinforcement layers in retaining walls and embankments

• Biaxial products used are used in road bases, below rail tracks ground reinforcementrail tracks, ground reinforcement

42/48Geosynthetics - Introduction

Page 43: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geogrids manufactured by stretching process

Orientation of polymers in preferential directions

Geosynthetics - Introduction 43/48

p y p

Page 44: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

St t h d i i l idStretched uniaxial geogrid

Geosynthetics - Introduction 44/48Knitted polyester geogrids

Page 45: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geogrids used at at Hindustan Zink Limited, Visakhapatnam

45/48Geosynthetics - Introduction

Page 46: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Geogrid reinforcement in pavements

46/48Geosynthetics - Introduction

Page 47: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

Innovative use of geogrids for shore protection at Navi Mumbai

47/48Geosynthetics - Introduction

Page 48: GEOSYNTHETICS AND REINFORCED SOIL …...GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Prof K. Rajagopal Department of Civil Engineering IIT Madras, Chennai 600 036 e-mail: gopalkr@iitm.ac.in

48/48