Acta Geotechnica Volume 5, Number 2, June, 2010...
Transcript of Acta Geotechnica Volume 5, Number 2, June, 2010...
Acta Geotechnica
Volume 5, Number 2, June, 2010
Computations of uplift capacity of pile anchors in cohesionless soil
V. B. Deshmukh, D. M. Dewaikar and Deepankar Choudhury
Finite element study of patterns of shear zones in granular bodies during plane strain
compression
Jacek Tejchman and Jarek Górski
Finite element evaluation of the effects of faulting on a shallow tunnel in alluvial soil
Annamaria Cividini, Giancarlo Gioda and Vincenzo Petrini
Modeling strategy for jointed rock masses reinforced by rock bolts in tunneling practice
Shunsuke Sakurai
Geostatistical downscaling of fracture surface topography accounting for local roughness
Hirotaka Saito and Giovanni Grasselli
Spatial estimation of geotechnical parameters for numerical tunneling simulations and
TBM performance models
Maria Stavropoulou, George Xiroudakis and George Exadaktylos
ASTM – Geotechnical Testing Journal
Volume 33, Issue 4, July 2010
Real-Time Diagnosis Method of Compaction State of Subgrade during Dynamic
Compaction
Cui X.
Reduction of Earth Pressure on Buried Pipes by EPS Geofoam Inclusions
Kim H., Choi B., Kim J.
Spatial Deformation Measurement Using Transparent Soil
Iskander M., Liu J.
An Experimental Technique for Determining the Hydraulic Properties of Unsaturated
Pyroclastic Soils
Nicotera M., Papa R., Urciuoli G.
Particle Elongation and Deposition Effect to Macroscopic and Microscopic Responses of
Numerical Direct Shear Tests
Yan W.
Specific Gravity of Expansive Chromium Ore Processing Residue with Complex
Microstructure
Millspaugh A., Tinjum J., Boecher T.
Liquefaction of Heterogeneous Sand: Centrifuge Study
Chakrabortty P., Popescu R., Phillips R.
Modified Direct Shear Apparatus for Unsaturated Sands at Low Suction and Stress
Likos W., Wayllace A., Godt J., Lu N.
Integrated Air Trap and Volume Gauge for Axis Translation Systems
Infante Sedano J., Garga V., Vanapalli S.
Modified Null Pressure Plate Apparatus for Measurement of Matric Suction
Power K., Vanapalli S.
Estimation of Flow Characteristics in Peat
Malinowska E., Szymanski A., Sas W.
Canadian Geotechnical Journal
Volume 47, Number 7, July 2010
Characterization of Norwegian marine clays with combined shear wave velocity and
piezocone cone penetration test (CPTU) data
Michael Long and Shane Donohue
Dimensional analysis of natural debris flows
Gordon G.D. Zhou and Charles W.W. Ng
Field investigation of the effect of installation method on the shaft resistance of piles in clay
Kenneth Gavin, David Gallagher, Paul Doherty, and Bryan McCabe
Experimental modelling of debris flow behaviour using a geotechnical centrifuge
Elisabeth T. Bowman, Jan Laue, Bernd Imre, and Sarah M. Springman
Cementation and bond degradation of rubber–sand mixtures
Changho Lee, Q. Hung Truong, and Jong-Sub Lee
The mechanics of subglacial sediment: an example of new ―transitional‖ behaviour
Fatin Altuhafi, Béatrice A. Baudet, and Peter Sammonds
On the ―elastic‖ stiffness in a high-cycle accumulation model for sand: a comparison of
drained and undrained cyclic triaxial tests
Torsten Wichtmann, Andrzej Niemunis, and Theodor Triantafyllidis
An efficient approach for locating the critical slip surface in slope stability analyses using a
real-coded genetic algorithm
Yu-Chao Li, Yun-Min Chen, Tony L.T. Zhan, Dao-Sheng Ling, and Peter John Cleall
A simple model for the effect on soil strength of episodes of remoulding and reconsolidation
David J. White and Matt Hodder
Computers and Geotechnics
Volume 37, Issue 5, July 2010
A comparative micromechanical analysis of the effective properties of a geomaterial: Effect
of mineralogical compositions
A. Abou-Chakra Guery, F. Cormery, J.-F. Shao, D. Kondo
Seismic landslide simulations in discontinuous deformation analysis
Jian-Hong Wu
Soil nailed slope by strength reduction and limit equilibrium methods
W.B. Wei, Y.M. Cheng
Numerical simulation of damage-Permeability relationship in brittle geomaterials
Keyvan Maleki, Ahmad Pouya
Intelligent prediction of the stress-strain response of intact and jointed rocks
Arunakumari Garaga, Gali Madhavi Latha
Two-dimensional parametric study of geosynthetic-reinforced column-supported
embankments by coupled hydraulic and mechanical modeling
Jie Huang, Jie Han
Influence of rain infiltration on the stability of compacted soil slopes
Won Taek Oh, Sai K. Vanapalli
A discrete approach for anisotropic plasticity and damage in semi-brittle rocks
D.W. Hu, Q.Z. Zhu, H. Zhou, J.F. Shao
Comparison between the Gauss' law method and the zero current method to calculate
multi-species ionic diffusion in saturated uncharged porous materials
Bjorn Johannesson
Effect of degree of saturation on mechanical behaviour of unsaturated soils and its
elastoplastic simulation
De'an Sun, Wenjing Sun, Li Xiang
Free field ground motions at various depths derived from actual seismograph records by
using elastodynamic infinite elements
Sakda Katawaethwarag, Pisidhi Karasudhi
Yield surfaces and flow rules for deformation of granular materials with a volume
constraint
C.M. Sands, H.W. Chandler
Stability analysis of slopes in soils with strain-softening behavior
E. Conte, F. Silvestri, A. Troncone
Technical communications
Breakage and deformation mechanisms of crushable granular materials
Enlong Liu
Bearing capacity of interfering multiple strip footings by using lower bound finite elements
limit analysis
Jyant Kumar, Paramita Bhattacharya
Engineering Geology
Volume 114, Issues 1-2, (23 June 2010)
A linear regression framework for predicting subsurface geometries and displacement
rates in deep-seated, slow-moving landslides
Rennie B. Kaunda
Seismically-induced landslide susceptibility evaluation: Application of a new procedure to
the island of Ischia, Campania Region, Southern Italy
A. Rapolla, V. Paoletti, M. Secomandi
Modelling of cement raw material compositional indices with direct sequential
cosimulation
José António de Almeida
Use of lime and cement treated soils as pile supported load transfer platform
U.S. Okyay, D. Dias
The 28 October 1996 landslide and analysis of the stability of the current Huashiban slope
at the Liangjiaren Hydropower Station, Southwest China
Jia-Wen Zhou, Wei-Ya Xu, Xing-Guo Yang, Chong Shi, Zhao-Hui Yang
The mechanics of surficial failure in soil slopes
Poul V. Lade
Using a leaky swimming pool for a huge falling-head permeability test
Robert P. Chapuis
Effect of rising water table in an unsaturated slope
Reto Schnellmann, Matthias Busslinger, Hans R. Schneider, Harianto Rahardjo
Effects of soil aggregates on debris-flow mobilization: Results from ring-shear experiments
Neal R. Iverson, Janet E. Mann, Richard M. Iverson
Technical note: Analysis of a complex toppling-circular slope failure
Leandro R. Alejano, Iván Gómez-Márquez, Roberto Martínez-Alegría
Discussion papers:
Comment on ―Weak tensile characteristics of loess in China — An important reason for
ground fissures‖ by Ping Sun, Jian-bing Peng, Li-wei Chen, Yue-ping Yin, Shu-ren Wu [Engineering Geology 108 (2009) 153–159]
Ling Xu
Reply to the discussion by Ling Xu on ―Weak tensile characteristics of loess in China — An
important reason for ground fissure‖ by Ping Sun, Jian-Bing Peng, Li-Wei Chen, Yue-Ping
Yin and Shu-Ren Wu, [Engineering Geology 108 (2009) 153–159]
Geomechanics and Geoengineering
Volume 5, Issue 2, 2010
Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting
Abdul Ghafar Chehab; Ian Moore
Fibre-reinforcement of granular materials: DEM visualisation and analysis
Sebastian Lobo-Guerrero; Luis E. Vallejo
Effect of spatial correlation structure and transformation model on the design of shallow
strip footing
Dasaka S. Murty; G.L. Sivakumar Babu
Dynamic behavior of small-scale model of nailed steep slopes
Debabrata Giri; Aniruddha Sengupta
Revisiting correlations between index properties and residual friction angle of natural soils
using artificial neural networks
Abidin Kaya
Using a seismic survey to measure the shear modulus of clean and fouled ballast
P. Anbazhagan; Buddhima Indraratna; Cholachat Rujikiatkamjorn; Lijun Su
New class of solutions for water infiltration problems in unsaturated soils
M. Omidvar; A. Barari; M. Momeni; D. D. Ganji
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
Volume 4, Issue 2, 2010
Pumping-rate control for contaminated groundwater with VOCs by using fuzzy inference
model
Toshiro Hata; Yoshihisa Miyata; Yusuke Honjo
Soil liquefaction modelling by survival analysis regression
Avinash M. Nafday
Adequacy of field pullout testing of soil nails
G.L. Sivakumar Babu; Vikas Pratap Singh
Estimating spatial correlation structures based on CPT data
Chia-Nan Liu; Chien-Hsun Chen
Geosynthetics International
(No New Issue)
Geotechnical and Geological Engineering
Volume 28, Number 4, July 2010
2D Numerical Simulations of Soil Nail Walls
Vikas Pratap Singh and G. L. Sivakumar Babu
An Empirical Method for Analysis of Load Transfer and Settlement of Single Piles
J. R. Omer, R. Delpak and R. B. Robinson
An oil sand pseudo-elastic model for determining ground deformation under large mobile
mining equipment
Ardeshir Dehmoobed Sharif-abadi and Tim Grain Joseph
Applications of Numerical Modelling for Strata Control in Mines
G. S. P. Singh, U. K. Singh and V. M. S. R. Murthy
Comparison of Numerical Formulations for Two-phase Flow in Porous Media
B. Ataie-Ashtiani and D. Raeesi-Ardekani
Determination of Coefficient of Radial Consolidation Using Steepest Tangent Fitting
Method
J. S. Vinod, A. Sridharan and Buddhima Indraratna
Determination of Swelling and Shrinkage Properties of Undisturbed Expansive Soils
Maki Ito and Shahid Azam
Dynamic Properties of Municipal Solid Waste in Bioreactor Landfills with Degradation
M. S. Hossain, M. A. Haque and L. R. Hoyos
Erratum to: Uplift Capacity of Single Bent Pile and Pile Group Considering Arching
Effects in Sand
Amit Shelke, P. Basha, P. K. Basudhar, N. R. Patra and Sudib Mishra
Experimental and Numerical Study of Strip Footing Supported on Stabilized Sand Slope
M. El Sawwaf
Foundation Floor Geological Mapping of a Nuclear Reactor
C. Harikumar, C. Sivathanu Pillai and S. C. Chetal
Influence of Particle Morphology on the Hydraulic Behavior of Coal Ash and Sand
Karla Salvagni Heineck, Rosemar Gomes Lemos, Juan Antônio Altamirano Flores and Nilo
Cesar Consoli
Laboratory Comparison of Crushed Aggregate and Recycled Pavement Material With and
Without High Carbon Fly Ash
Haifang Wen, Justin Warner, Tuncer Edil and Gingan Wang
Longwall Face Stability Index for Estimation of Chock-Shield Pressure and Face
Convergence
A. K. Verma and D. Deb
Portland Cement Stabilization of Soil–Bentonite for Vertical Cutoff Walls Against Diesel
Oil Contaminant
Nilo Cesar Consoli, Karla Salvagni Heineck and J. Antonio H. Carraro
Prediction of Rock Fragmentation Due to Blasting in Sarcheshmeh Copper Mine Using
Artificial Neural Networks
M. Monjezi, H. Amiri, A. Farrokhi and K. Goshtasbi
Seismic Passive Earth Thrust on Retaining Walls with Cohesive Backfills Using Pseudo-
Dynamic Approach
A. H. Shafiee, A. Eskandarinejad and M. Jahanandish
Sensitivity Analysis of Time Dependent Settlements in Hydraulic Fills
João Flávio Vieira de Vasconcellos, Shailesh Singh and Nagaratnam Sivakugan
Three Dimensional Numerical Analysis of Underground Bifurcated Tunnel
Xianshan Liu and Yong Wang
Ultimate Bearing Capacity of a Footing Considering the Interference of an Existing
Footing on Sand
K. M. Kouzer and Jyant Kumar
Uplift Capacity of Single Bent Pile and Pile Group Considering Arching Effects in Sand
Amit Shelke and Sudib Mishra
Géotechnique
Volume 60, Issue 7, July 2010
Geohazards and large, geographically distributed systems
T.D. O'ROURKE
Strain path controlled shear tests on an analogue granular material
E. IBRAIM; J. LANIER; D.MUIR WOOD; G. VIGGIANI
Effect of relative density and confining pressure on Poisson ratio from bender and extender
elements tests
J. KUMAR; B.N. MADHUSUDHAN
DISCUSSION: Closed-form solution for plastic zone formation around a circular tunnel in
half-space obeying Mohr–Coulomb criterion. S. A. MASSINAS and M. G.
SAKELLARIOU (2009). Géotechnique 59, No. 8, 691–701.
S. Chen; Y.N. Abousleiman
DISCUSSION: Fractal analysis of temperature-induced cracking in clays and rocks. L. E.
VALLEJO (2009). Géotechnique 59, No. 3, 283–286
P. Smart
Book review: Image analysis
Federica Cotecchia
Book review: Piling engineering
Byron Byrne
Book review: A short course in geology for civil engineers
Bob Fowell
Book review: Ground gas handbook
John McDougall
Geotextiles and Geomembranes
(No Issue for July)
Ground Improvement
(No New Issue)
International Journal of Geomechanics
(No New Issue)
International Journal for Numerical and Analytical Methods in Geomechanics
Volume 34 Issue 9 (25 June 2010)
Rheological characteristics of solid-fluid transition in dry granular dense flows: A
thermodynamically consistent constitutive model with a pressure-ratio order parameter
Chung Fang
Non-coaxial elasto-plasticity model and bifurcation prediction of shear banding in sands
Maosong Huang, Xilin Lu, Jiangu Qian
Work and energy equations and the principle of generalized effective stress for unsaturated
soils C. G. Zhao, Y. Liu, F. P. Gao
Time-dependent behaviour of a rigid foundation on a transversely isotropic soil layer
Shengli Chen, Younane Abousleiman
A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials
G. Mortara
Discrete element modeling of direct shear tests for a granular material
Ying Yan, Shunying Ji
International Journal for Numerical and Analytical Methods in Geomechanics
Volume 34 Issue 10 (July 2010)
Study on the action of the active earth pressure by variational limit equilibrium method Li
Xinggao, Liu Weining
A destructuration theory and its application to SANICLAY model
Mahdi Taiebat, Yannis F. Dafalias, Ralf Peek
Damage-viscoplastic consistency model for rock fracture in heterogeneous rocks under
dynamic loading
Timo Saksala
Limiting equilibrium method for slope/drilled shaft system Mohammad Yamin, Robert Y. Liang
A multiscale finite element formulation for axisymmetric elastoplasticity with volumetric
locking
Kaiming Xia, Kenn K. Q. Zhang
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 7, July 2010
Performance of a PRB for the Remediation of Acidic Groundwater in Acid Sulfate Soil
Terrain
Buddhima Indraratna, Gyanendra Regmi, Long Duc Nghiem, and Alexandra Golab
Field Assessment of the Performance of a Ballasted Rail Track with and without
Geosynthetics
Buddhima Indraratna, Sanjay Nimbalkar, David Christie, Cholachat Rujikiatkamjorn, and Jayan
Vinod
Centrifuge Testing to Evaluate and Mitigate Liquefaction-Induced Building Settlement
Mechanisms
Shideh Dashti, Jonathan D. Bray, Juan M. Pestana, Michael Riemer, and Dan Wilson
Antioxidant Depletion from a High Density Polyethylene Geomembrane under Simulated
Landfill Conditions
R. Kerry Rowe, M. Z. Islam, R. W. I. Brachman, D. N. Arnepalli, and A. Ragab Ewais
Parametric Solutions for Slide Impact on Pipelines
Mark F. Randolph, Donghee Seo, and David J. White
Physical Modeling of Lateral Clay-Pipe Interaction
José R. M. S. Oliveira, Márcio S. S. Almeida, Maria C. F. Almeida, and Ricardo G. Borges
Shear Strength in Preexisting Landslides
Timothy D. Stark and Manzoor Hussain
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions
Quentin B. Travis, Sandra L. Houston, Fernando A. M. Marinho, and Mark Schmeeckle
Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil
Properties
Sung Eun Cho
Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils
J. H. Wang, Z. H. Xu, and W. D. Wang
CASE STUDIES
Reliability Analysis of Earth Dams
G. L. Sivakumar Babu and Amit Srivastava
TECHNICAL NOTES
Effects of Strain Localization on Seismic Active Earth Pressures
Jian-Min Zhang, Fei Song, and De-Ji Li
Simple Model for the Cyclic Behavior of Smooth Sand-Steel Interfaces
G. Mortara, D. Ferrara, and G. Fotia
Soils and Foundations
Vol. 50 (2010), No. 2
TECHNICAL PAPERS
NUMERICAL SIMULATION OF SAND SUBJECTED TO CYCLIC LOAD UNDER
UNDRAINED CONVENTIONAL TRIAXIAL TEST
YOUNGJI JIN, YE BIN and ZHANG FENG
TIME EFFECTS ON TOTAL SUCTION OF BENTONITES
TOM SCHANZ, YULIAN FIRMANA ARIFIN, MUHAMMAD IBRAR KHAN and
SETIANTO SAMINGAN AGUS
EVALUATION OF THE INFLUENCE OF ELASTO-VISCOPLASTIC SCALING
FUNCTIONS ON MODELLING TIME-DEPENDENT BEHAVIOUR OF NATURAL
CLAYS
ZHEN-YU YIN, MINNA KARSTUNEN and PIERRE-YVES HICHER
PULLOUT RESISTANCE OF BEARING REINFORCEMENT EMBEDDED IN SAND
SUKSUN HORPIBULSUK and ANEK NIRAMITKORNBUREE
CENTRIFUGE MODEL TESTS OF A ROCKFILL DAM AND SIMULATION USING
CONSOLIDATION ANALYSIS METHOD
YUJI KOHGO, AKIRA TAKAHASHI and TOMOKAZU SUZUKI
PREDICTIVE SIMULATION OF DEFORMATION AND FAILURE OF PEAT-
CALCAREOUS SOIL LAYERED GROUND DUE TO MULTISTAGE TEST
EMBANKMENT LOADING
TOSHIHIRO TAKAINE, MUTSUMI TASHIRO, TAKAHIKO SHIINA, TOSHIHIRO NODA
and AKIRA ASAOKA
EXPERIMENTAL MODELING OF LARGE PILE GROUPS IN SLOPING GROUND
SUBJECTED TO LIQUEFACTION-INDUCED LATERAL FLOW: 1-G SHAKING
TABLE TESTS
RAMIN MOTAMED, VLATKO SESOV, IKUO TOWHATA and NGO TUAN ANH
OBSERVED BEHAVIOUR OF A TUNNEL IN SAND SUBJECTED TO SHEAR
DEFORMATION IN A CENTRIFUGE
SHUHEI SHIBAYAMA, JUN IZAWA, AKIHIRO TAKAHASHI, JIRO TAKEMURA and
OSAMU KUSAKABE
TECHNICAL REPORTS
PORE WATER PRESSURE MEASUREMENTS IN THE INTERPRETATION OF THE
HYDRAULIC BEHAVIOUR OF TWO EARTH DAMS
LUCA PAGANO, ENZO FONTANELLA, STEFANIA SICA and AUGUSTO DESIDERI
LANDSLIDE MODEL TEST SYSTEM AND ITS APPLICATION ON THE STUDY OF
SHILIUSHUBAO LANDSLIDE IN THREE GORGES RESERVOIR AREA
X. Q. LUO, H. SUN, L. G. THAM and S. M. JUNAIDEEN
TECHNICAL NOTES
AN EXPERIMENTAL STUDY ON THE ADDITIONAL SETTLEMENT OF FOOTINGS
RESTING ON GRANULAR SOILS BY WATER TABLE RISE
BLAIN A. MORGAN, SANJAY K. SHUKLA and NAGARATNAM SIVAKUGAN
COUPLED SHEAR STRAIN-PORE PRESSURE RESPONSES OF SOIL IN SHAKING
TABLE TESTS
WEN-JONG CHANG, TZOU-SHIN UENG, CHIA-HAN CHEN and CHIH-WEI YANG
DISCUSSIONS
EQUATIONS OF STATE IN SOIL COMPRESSION BASED ON STATISTICAL
MECHANICS
IGNACIO G. TEJADA and RAFAEL JIMENEZ
EQUATIONS OF STATE IN SOIL COMPRESSION BASED ON STATISTICAL
MECHANICS
MASAHARU FUKUE and CATHERINE N. MULLIGAN
NONLINEAR ANALYSIS OF TORSIONALLY LOADED PILE GROUPS
FRANCESCO BASILE
NONLINEAR ANALYSIS Of TORSIONALLY LOADED PILE GROUPS
L. G. KONG and L. M. ZHANG
Soil Dynamics and Earthquake Engineering
Vol.30, Issue 7, July 2010
Ground motion modelling in Tehran based on the stochastic method
Saman Yaghmaei-Sabegh, Nelson T.K. Lam
Study on elastic response of structures to near-fault ground motions through record
decomposition
S. Farid Ghahari, Hossein Jahankhah, M. Ali Ghannad
Forced vertical vibration of rigid circular disc buried in an arbitrary depth of a
transversely isotropic half space
Morteza Eskandari-Ghadi, Azizollah Ardeshir-Behrestaghi
Effect of ground-motion asynchronism on the equivalent acceleration of earth dams
Emilio Bilotta, Luca Pagano, Stefania Sica
Liquefaction behaviour of loose and compacted pond ash
Ravi S. Jakka, Manoj Datta, G.V. Ramana
Soil characteristics and site effect assessment in the city of Delhi (India) using H/V and f–k
methods
A.K. Mundepi, J.J. Galiana-Merino, Kamal, Conrad Lindholm
Assessment of variability and uncertainties effects on the seismic response of a liquefiable
soil profile
F. Lopez-Caballero, A. Modaressi-Farahmand-Razavi
Application of Hilbert-Huang transform to characterize soil liquefaction and quay wall
seismic responses modeled in centrifuge shaking-table tests
Yu-Chen Wei, Chung-Jung Lee, Wen-Yi Hung, Huei-Tsyr Chen
A note on the measurement of travel times using bender and extender elements
Jyant Kumar, B.N. Madhusudhan