Acta Geotechnica Volume 5, Number 2, June, 2010 Computations of

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 PseudoDynamic 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 PEATCALCAREOUS 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