Acta Geotechnica

Volume 6, Number 3 (September, 2011)

DEM simulation of impact force exerted by granular flow on rigid structures

H. Teufelsbauer, Y. Wang, S. P. Pudasaini, R. I. Borja and W. Wu

An innovative device for determining the soil water retention curve under high suction at

different temperatures

Simon Salager, Marta Rizzi and Lyesse Laloui

Performance of constitutive models in predicting behavior of remolded clay

L. Sebastian Bryson and Ali Salehian

About the effect of relative humidity on the indentation response of Meuse/Haute–Marne

argillite

Vincent Magnenet, Albert Giraud and Christophe Auvray

Analysis of wave propagation in dry granular soils using DEM simulations

Natasha Zamani and Usama El Shamy

ASTM – Geotechnical Testing Journal

No New Issue

Canadian Geotechnical Journal

Volume 48, Issue 9, (September, 2011)

Numerical simulation of an instrumented cantilever retaining wall

Ashok K. Chugh, Joseph F. Labuz

Assessing hydraulic conductivities of a compacted dam core using geostatistical analysis of

construction control data M. Smith, J.-M. Konrad

Undrained stability of a circular tunnel where the shear strength increases linearly with

depth

Daniel W. Wilson, Andrew J. Abbo, Scott W. Sloan, Andrei V. Lyamin

Hydraulic conductivity of zeolite–bentonite mixtures in comparison with sand–bentonite

mixtures

Ali Hakan Ören, Abidin Kaya, Arif Şengün Kayalar

Parametric analysis of the effects of stress relief on the performance and capacity of piles in

nondilative soils Gang Zheng, Yu Diao, C.W.W. Ng

Use of geophysical methods for soil profile evaluation

Paul Groves, Giovanni Cascante, Dave Dundas, P.K. Chatterji

Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai

Shui-Long Shen, Ye-Shuang Xu

Three-dimensional numerical modelling of discrete piles used to stabilize landslides

S. Kanagasabai, J. A. Smethurst, W. Powrie

Pipelines in permafrost: geotechnical issues and lessons

2010 R.M. Hardy Address, 63rd Canadian Geotechnical Conference.

James M. Oswell

Computers and Geotechnics

Volume 38, Issue 6, (September 2011)

Review of fundamental principles in modelling unsaturated soil behaviour

Daichao Sheng

Infiltration in unsaturated soils – An analytical approach

Abdoul R. Ghotbi, M. Omidvar, A. Barari

Application of the adaptive neuro-fuzzy inference system for prediction of a rock

engineering classification system

H. Jalalifar, S. Mojedifar, A.A. Sahebi, H. Nezamabadi-pour

Mapping areas of potential slope failures in cohesive soils using a shadow-casting algorithm

– A case study from SW Sweden

Fredrik Lindberg, Mats Olvmo, Karin Bergdahl

On the efficiency and predictability of strain energy for the evaluation of liquefaction

potential: A numerical study

Y. Jafarian, A. Sadeghi Abdollahi, R. Vakili, M.H. Baziar, A. Noorzad

A time dependent constitutive model for soils with isotach viscosity

Teresa M. Bodas Freitas, David M. Potts, Lidija Zdravkovic

Piles in fully liquefied soils with lateral spread

Mohamed Ashour, Hamed Ardalan

Advanced constitutive modelling of shotcrete: Model formulation and calibration

R. Schütz, D.M. Potts, L. Zdravkovic

Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory

analyses

P.H.S.W. Kulatilake, Liangqing Wang, Huiming Tang, Ye Liang

Engineering Geology

Volume 122, Issues 1-2, (September 2011)

Toward the next generation of research on earthquake-induced landslides: Current issues

and future challenges

Janusz Wasowski, David K. Keefer, Chyi-Tyi Lee

Landslide inventories: The essential part of seismic landslide hazard analyses

Edwin L. Harp, David K. Keefer, Hiroshi P. Sato, Hiroshi Yagi

Landslides induced by the Wenchuan earthquake and the subsequent strong rainfall event:

A case study in the Beichuan area of China

Chuan Tang, Jing Zhu, Xin Qi, Jun Ding

Empirical estimation of the Newmark displacement from the Arias intensity and critical

acceleration

Shang-Yu Hsieh, Chyi-Tyi Lee

Methods for assessing the stability of slopes during earthquakes—A retrospective

Randall W. Jibson

A unified model for predicting earthquake-induced sliding displacements of rigid and

flexible slopes

Ellen M. Rathje, George Antonakos

Uncertainty in seismic slope deformation model predictions

Patrick M. Strenk, Joseph Wartman

Advances and problems in understanding the seismic response of potentially unstable

slopes

Vincenzo Del Gaudio, Janusz Wasowski

Can tilt tests provide correct insight regarding frictional behavior of sliding rock block

under seismic excitation?

Yo-Ming Hsieh, Kuo-Chen Lee, Fu-Shu Jeng, Tsan-Hwei Huang

A new ring-shear device for testing rocks under high normal stress and dynamic conditions

Cheng-Jie Liao, Der-Her Lee, Jian-Hong Wu, Chia-Ze Lai

Initiation and displacement of landslide induced by earthquake — a study of shaking table

model slope test

Kuo-Lung Wang, Meei-Ling Lin

Energy approach to seismically induced slope failure and its application to case histories

Takaji Kokusho, Tomohiro Ishizawa, Keisuke Koizumi

Geomechanics and Geoengineering

No New Issue

Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Volume 5, Issue 3-4 (September 2011)

Reliability analysis of strength of cement treated soils

G.L. Sivakumar Babu, Amit Srivastava & P.V. Sivapulliah

Approximate up-scaling of geo-spatial variables applied to deep foundation design

Harald Klammler, Kirk Hatfield, Michael McVay & Joana Angélica Guimarães da Luz

Multiple source and attenuation relationships for evaluation of deterministic seismic

hazard: logic tree approach considering local site effects

K.S. Vipin & T.G. Sitharam

Determination of partial factors for the verification of the bearing capacity of shallow

foundations under open channels

Akira Murakami, Shin-ichi Nishimura, Makoto Suzuki, Mitsuhiro Mori, Takashi Kurata &

Tatsuya Fujimura

Safety assessment of infrastructures using a new Bayesian Monte Carlo method

M. Rajabalinejad & Z. Demirbilek

Stochastic analysis of beams on reinforced earth beds

Priti Maheshwari & Deepak Kashyap

Load and resistance factor design (LRFD) calibration for steel grid reinforced soil walls

Richard J. Bathurst, Bingquan Huang & Tony M. Allen

An alternative mechanism for the earthquake-induced displacement of the Lower San

Fernando Dam

Abouzar Sadrekarimi

Geosynthetics International

No New Issue

Geotechnical and Geological Engineering

Volume 29, Number 5, (September 2011)

Theory and Practice of Air-Deck Blasting in Mines and Surface Excavations: A Review

J. C. Jhanwar

Effect of Pozzolanic Reactivity on Compressibility Characteristics of Stabilised Low Lime

Fly Ashes

Compressibility of low lime fly ashes

Performance of Stone Columns in Soft Clay: Numerical Evaluation

A. J. Choobbasti, A. Zahmatkesh and R. Noorzad

Arching in Inclined and Vertical Mine Stopes

Shailesh Singh, Sanjay Kumar Shukla and Nagaratnam Sivakugan

Analysis of the mechanisms of slope failures triggered by the 2007 Chuetsu Oki earthquake

Ivan B. Gratchev and Ikuo Towhata

Development of Specimen Curing Procedures that Account for the Influence of Effective

Stress During Curing on the Strength of Cemented Mine Backfill

Martin Fahey, Matthew Helinski and Andy Fourie

Correlation of Pile Axial Capacity and CPT Data Using Gene Expression Programming

I. Alkroosh and H. Nikraz

Experimental Studies on Behaviour of Stone Columns in Layered Soils

R. Shivashankar, M. R. Dheerendra Babu, Sitaram Nayak and V. Rajathkumar

Use of Natural Pozzolana and Lime for Stabilization of Cohesive Soils

Khelifa Harichane, Mohamed Ghrici, Said Kenai and Khaled Grine

Durability Characterization of Marls from the Region of Dalmatia, Croatia

Predrag Miščević and Goran Vlastelica

Assessment of the Design of an Experimental Cover with Capillary Barrier Effect Using 4

Years of Field Data

Amir M. Abdolahzadeh, Benoit Lacroix Vachon and Alexandre R. Cabral

Reliability Based Earthquake Resistant Design for Internal Stability of Reinforced Soil

Structures

B. Munwar Basha and G. L. Sivakumar Babu

Seismic Slope Stability of Embankments Constructed with Pond Ash

Ravi S. Jakka, G. V. Ramana and Manoj Datta

Engineering Properties of Cement Kiln Dust-Modified Soils in Western Washington State

Kolleen Carlson, Farid Sariosseiri and Balasingam Muhunthan

Earthquake-Induced Deformation Analysis of a Bridge Approach Embankment in

Missouri

W. Liu, R. Luna, R. W. Stephenson and S. Wang

An Intrinsic Compressibility Framework for Clayey Soils

G. Belokas and M. Kavvadas

A Critical Reappraisal of the Average Degree of Consolidation

Julie Lovisa, Wayne Read and Nagaratnam Sivakugan

Performances of Landfill Liners under Dry and Wet Conditions

Saravanan Mariappan, Masashi Kamon, Faisal Haji Ali, Takeshi Katsumi and Tomoyuki Akai, et

al.

Mechanical Behavior of a Clay Soil Reinforced with Nylon Fibers

A. R. Estabragh, A. T. Bordbar and A. A. Javadi

Study on the Evolution of the Environment Factors for Earth Geology in Developing

Project

Li Hui, Zhen-hong Yang and Li-li Du

Bridge Monitoring and Performance Evaluation

Timothy O. Lawrence, Chad T. Ritter and Janos Gergely

Effect of Compressive Load on Uplift Capacity of Cast-Insitu Bored Piles

Amit Shelke and N. R. Patra

Undrained Strength of Deposited Mine Tailings Beds: Effect of Water Content, Effective

Stress and Time of Consolidation

Rozalina S. Dimitrova and Ernest K. Yanful

Geotechnique

Volume 61, Issue 9, (September, 2011)

Earth pressure measurements on buried HDPE pipe

M.L. Talesnick; H.-W. Xia; I.D. Moore

Asymmetric ‘Newmark' sliding caused by motions containing severe ‘directivity' and

‘fling' pulses

E. Garini; G. Gazetas; I. Anastasopoulos

Seasonal ratcheting and softening in clay slopes, leading to first-time failure

W.A. Take; M.D. Bolton

Critical state friction angle of sands

A.Sadrekarimi; S.M. Olson

Engineered use of microbial gas production to decrease primary consolidation settlement

in clayey soils

A.M. Puzrin; J. Tront; A. Schmid; J.B. Hughes

Progressive failure of Aznalcóllar dam using the material point method

F. Zabala; E.E. Alonso

Cross-anisotropic elastic parameters of two natural stiff clays

S. Yimsiri; K. Soga

Geotextiles and Geomembranes

No Issue for the month

Ground Improvement

No New Issue

International Journal of Geomechanics

No New Issue

International Journal for Numerical and Analytical Methods in Geomechanics

Volume 35, Issue 13 (Sep 2011)

Anisotropic model of damage for geomaterials and concrete

Abdenour Alliche and Helene Dumontet

Elasto-plastic seepage-induced stresses due to tunneling

Jong-Ho Shin, In-Mo Lee and Young-Jin Shin

Solution of quasi-static large-strain problems by the material point method

L. Beuth, Z. Więckowski and P. A. Vermeer

Efficient block preconditioners for the coupled equations of pressure and deformation in

highly discontinuous media

Joachim Berdal Haga, Harald Osnes and Hans Petter Langtangen

Numerical modelling of bit–rock fracture mechanisms in percussive drilling with a

continuum approach

Timo Saksala

Journal of Geotechnical and Geoenvironmental Engineering

Volume 137, Issue 9, (September 2011)

Stabilization of Organic Soils with Fly Ash

Erdem O. Tastan, Tuncer B. Edil, Craig H. Benson, and Ahmet H. Aydilek

Estimating Hydraulic and Thermal Conductivities of Crushed Granite Using Porosity and

Equivalent Particle Size

Jean Côté, Ph.D., Marie-Hélène Fillion, and Jean-Marie Konrad, Ph.D.

Soil-Structure Interaction of an Earth Pressure Cell

Gregory S. Wachman and Joseph F. Labuz

Compressibility of Kaolinitic Clay Contaminated by Ethanol-Gasoline Blends

Lucio Di Matteo, Federica Bigotti, and Remo Ricco

Analytical Solution for Diffusion of VOCs through Composite Landfill Liners

Peter John Cleall and Yu-Chao Li

Discussion of “Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity”

by Sami O. Akbas and Fred H. Kulhawy

Ramesh C. Gupta

Closure to “Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity” by

Sami O. Akbas and Fred H. Kulhawy

Sami O. Akbas and Fred H. Kulhawy

Discussion of “Probabilistic Analysis of Coupled Soil Consolidation” by Jinsong Huang, D.

V. Griffiths, and Gordon A. Fenton

Pouya Pishgah Gilani and Reza Jamshidi Chenari

Closure to “Probabilistic Analysis of Coupled Soil Consolidation” by Jinsong Huang, D. V.

Griffiths, and Gordon A. Fenton

Jinsong Huang, D. V. Griffiths, and Gordon A. Fenton

Soils and Foundations

Vol. 51 (2011), No. 4

Special Issue on IS-Seoul 5th International Symposium on Deformation Characteristics of

Geomaterials

SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE

G-H. MENG and J. CHU

GEO- AND HYDRO-MECHANICAL EVALUATION OF SLOPE FAILURE INDUCED BY

TORRENTIAL RAINS IN NORTHERN-KYUSHU AREA, JULY 2009

KIYONOBU KASAMA, YUJING JIANG, AKIHIKO HIRO-OKA, NORIYUKI YASUFUKU and

HIDEFUMI SATO

THE INFLUENCE OF PARTICLE BREAKAGE ON THE LOCATION OF THE CRITICAL

STATE LINE OF SANDS

V. BANDINI and M. R. COOP

ON THE STRENGTH OF FIBRE-REINFORCED SOILS

STEFANIA LIRER, ALESSANDRO FLORA and NILO CESAR CONSOLI

DEFORMATION AND CRUSHING OF PARTICLES OF CEMENT TREAT GRANULATE

SOIL

PHAN HUY DONG, KIMITOSHI HAYANO, YOSHIAKI KIKUCHI, HIDENORI TAKAHASHI and

YOSHIYUKI MORIKAWA

MODELLING THE UNDRAINED RESPONSE OF FIBRE REINFORCED SANDS

A. DIAMBRA, E. IBRAIM, A. R. RUSSELL and D. MUIR WOOD

ELASTIC PARAMETERS OF INTERMEDIATE SOILS BASED ON BENDER-EXTENDER

ELEMENTS PULSE TESTS

CAROL MURILLO, MOHAMMAD SHARIFIPOUR, BERNARDO CAICEDO, LUC THOREL and

CHRISTOPHE DANO

EFFECT OF CURING STRESS AND PERIOD ON THE MECHANICAL PROPERTIES OF

CEMENT-MIXED SAND

ABU TAHER MD ZILLUR RABBI, JIRO KUWANO, JIANLIANG DENG and TAY WEE BOON

MONOTONIC AND CYCLIC BEHAVIOR OF UNSATURATED SANDY SOIL UNDER

DRAINED AND FULLY UNDRAINED CONDITIONS

SAYURI KIMOTO, FUSAO OKA, JUNYA FUKUTANI, TAICHI YABUKI and KOUSUKE

NAKASHIMA

SHEAR WAVE VELOCITIES FOR SAMPLE QUALITY ASSESSMENT ON A RESIDUAL

SOIL

CRISTIANA FERREIRA, ANTÓNIO VIANA DA FONSECA and DAVID F. T. NASH

THE ONSET OF STRAIN LOCALIZATION IN CROSS-ANISOTROPIC SOILS UNDER TRUE

TRIAXIAL CONDITION

XILIN LU, MAOSONG HUANG and JIANGU QIAN

PARTICLE SHAPE AND CRUSHING EFFECTS ON DIRECT SHEAR BEHAVIOR USING

DEM

SEON-AH JO, EUN-KYUNG KIM, GYE-CHUN CHO

CAPILLARY INDUCED SMALL-STRAIN STIFFNESS FOR HYDROPHILIC AND

HYDROPHOBIC GRANULAR MATERIALS: EXPERIMENTAL AND NUMERICAL STUDIES

Q. HUNG TRUONG, JONG-SUB LEE, YI DONG and TAE SUP YUN

ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY

PHYSICAL MODEL TESTS

MOHAMMAD HOSSEIN KHOSRAVI, THIRAPONG PIPATPONGSA, AKIHIRO TAKAHASHI and

JIRO TAKEMURA

EFFECT OF DIRECTIONAL STRESS HISTORY ON ANISOTROPY OF INITIAL STIFFNESS

OF COHESIVE SOILS MEASURED BY BENDER ELEMENT TESTS

JINHYUN CHOO, YOUNG-HOON JUNG and CHOONG-KI CHUNG

DEFORMATION CHARACTERISTICS OF DRY HOSTUN SAND WITH PRINCIPAL STRESS

AXES ROTATION

M. BLANC, H. DI BENEDETTO and S. TIOUAJNI

RELATIONSHIP BETWEEN SHEAR WAVE VELOCITY AND STRESSES AT FAILURE FOR

WEAKLY CEMENTED SANDS DURING DRAINED TRIAXIAL COMPRESSION

RAVI SHARMA, CHRISTOPHER BAXTER and MICHAEL JANDER

ERRATA

Erratum: NONLINEAR EARTHQUAKE RESPONSE CHARACTERISTICS OF A CENTRAL

CLAY CORE ROCKFILL DAM

TATSUO OHMACHI and TETSUYA TAHARA

Soil Dynamics and Earthquake Engineering

Vol.31, Issue 9 (September, 2011)

Seismically-induced landslides in the Betic Cordillera (S Spain)

J. Delgado, J.A. Peláez, R. Tomás, F.J. García-Tortosa, P. Alfaro, C. López Casado

Engineering design earthquakes from multimodal hazard disaggregation

Iunio Iervolino, Eugenio Chioccarelli, Vincenzo Convertito

Effects of moment magnitude, site conditions and closest distance on damping modification

factors

Anmin Hao, Deyuan Zhou, Yaming Li, Hui Zhang

Methodology for seismic and post-seismic stability assessment of natural clay slopes based

on a viscoplastic behaviour model in simplified dynamic analysis

G. Grelle, P. Revellino, F.M. Guadagno

Stochastic characteristics of seismic excitations at a non-uniform (rock and soil) site

A. Zerva, W.R. Stephenson

A new method for estimating driven pile static skin friction with instrumentation at the top

and bottom of the pile

Khiem T. Tran, Michael McVay, Rodrigo Herrera, Peter Lai

Linear soil–structure interaction of coupled wall–frame structures on pile foundations

Sandro Carbonari, Francesca Dezi, Graziano Leoni