Acta Geotechnica Volume 5, Number 4, (December 2010) Thermal conductivity measurements of coarse-grained gravel materials using a hollow cylindrical sensor Norbert I. Kömle, Erika S. Hütter and Wenjie J. Feng Effect of density and compressibility on K0 of cohesionless soils Peijun Guo Exploring the undrained induced anisotropy of Hostun RF loose sand T. Doanh, Ph. Dubujet and G. Touron Formulation and validation of a constitutive model for sands in monotonic shear A. Sfriso and G. Weber Effect of local nonlinearity in cohesionless soil on optimal radius minimizing fixed-head pile bending by inertial and kinematic interactions Masato Saitoh

ASTM – Geotechnical Testing Journal No New Issue

Canadian Geotechnical Journal Volume 47, Number 12, (December, 2010) Performance evaluation of a tailings pond seepage collection system Naoki Yasuda, Neil R. Thomson, and Jim F. Barker Three-dimensional stability charts for slopes based on limit analysis methods A. J. Li, R. S. Merifield, and A. V. Lyamin Impact compression behaviors of high-capacity long piles Arthur K.O. So and Charles W.W. Ng Advanced numerical simulation of collapsible earth dams Márcio Muniz de Farias and Manoel Porfirio Cordão Neto Design and performance of the Yele asphalt-core rockfill dam Weibiao Wang, Kaare Höeg, and Yingbo Zhang A simplified method to estimate the soil-water characteristic curve Kheng-Boon Chin, Eng-Choon Leong, and Harianto Rahardjo A model for geotechnical analysis of flow slides and debris flows Xiaobo Wang, Norbert R. Morgenstern, and Dave H. Chan Centrifuge modelling of soil slopes reinforced with vegetation R. Sonnenberg, M. F. Bransby, P. D. Hallett, A. G. Bengough, S. B. Mickovski, and M. C.R. Davies

Computers and Geotechnics Volume 37, Issue 7-8 (November 2010) Characterisation of conduction phenomena in soils at the particle-scale: Finite element analyses in conjunction with synthetic 3D imaging Guillermo A. Narsilio, Jeremy Kress, Tae Sup Yun Sensitivity analysis applied to slope stabilization at failure V. Navarro, A. Yustres, M. Candel, J. Lopez, E. Castillo Microscale characterization of energy dissipation mechanisms in liquefiable granular soils U. El Shamy, C. Denissen Mobilized side and tip resistances of piles in clay Mohamed Ashour, Gary M. Norris, Sherif Elfass, Ashraf Z. Al-Hamdan A semi-analytical solution to consolidation of unsaturated soils with the free drainage well Aifang Qin, De'an Sun, Liuping Yang, Yufei Weng Probabilistic stability assessment of slopes using high dimensional model representation Rajib Chowdhury, B.N. Rao Evaluation of monotonic and non-monotonic dissipation test results Emoke Imre, Pal Rozsa, Lachlan Bates, Stephen Fityus Back analysis of slope failure with Markov chain Monte Carlo simulation L.L. Zhang, J. Zhang, L.M. Zhang, W.H. Tang Stress ratio-fabric relationships of granular soils under axi-symmetric stress and planestrain loading Eui-Ryong Jang, Young-Hoon Jung, Choong-Ki Chung On the response prediction of horizontally loaded fixed-head pile groups in sands Mello C. Papadopoulou, Emilios M. Comodromos Modelling pile capacity using Gaussian process regression Mahesh Pal, Surinder Deswal Influence of heterogeneity on the reliability and failure of a long 3D slope M.A. Hicks, W.A. Spencer Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays Jirayut Suebsuk, Suksun Horpibulsuk, Martin D. Liu

A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils Qian-Qing Zhang, Zhong-Miao Zhang, Jing-Yu He Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong S.Y. Wang, D.H. Chan, K.C. Lam, S.K.A. AU Three-dimensional random network model for thermal conductivity in particulate materials Tae Sup Yun, T. Matthew Evans Three-dimensional numerical modelling of the behaviour of a pile subjected to cyclic lateral loading E. Bourgeois, M.H.J. Rakotonindriana, A. Le Kouby, P. Mestat, J.F. Serratrice Scour effects on the response of laterally loaded piles considering stress history of sand Cheng Lin, Caroline Bennett, Jie Han, Robert L. Parsons Efficient Monte Carlo Simulation of parameter sensitivity in probabilistic slope stability analysis Yu Wang, Zijun Cao, Siu-Kui Au Numerical solution of active earth pressures on rigid retaining walls built near rock faces Chia-Cheng Fan, Yung-Show Fang

Engineering Geology Volume 116, Issues 3-4, (23 November 2010) Research papers Shear wave structural models of Venice Plain, Italy, from Time Cross Correlation of seismic noise J. Boaga, F. Vaccari, G.F. Panza Geophysical characterization of contaminated urban fills Jean-Philippe Boudreault, Jean-Sebastien Dube, Michel Chouteau, Thierry Winiarski, Eric Hardy Micro-fabric transformation of Taleqan white clay under constant volume swelling condition Arya Assadi Langroudi, S. Shahaboddin Yasrobi Monitoring of the Beauregard landslide (Aosta Valley, Italy) using advanced and conventional techniques G. Barla, F. Antolini, M. Barla, E. Mensi, G. Piovano Quantitative landslide hazard assessment along a transportation corridor in southern India Pankaj Jaiswal, Cees J. van Westen, Victor Jetten Field evaluation of deformation characteristics of a lacustrine clay deposit using seismic piezocone tests Guojun Cai, Songyu Liu, Liyuan Tong Karstification of aquifers interspersed with non-soluble rocks: From basic principles towards case studies Douchko Romanov, Georg Kaufmann, Thomas Hiller Landslide susceptibility mapping in Injae, Korea, using a decision tree Young-Kwang Yeon, Jong-Gyu Han, Keun Ho Ryu Analysis of subsidence using TerraSAR-X data: Murcia case study Gerardo Herrera, Roberto Tomas, Daniel Monells, Giuseppe Centolanza, Jordi J. Mallorqui, Fernando Vicente, Victor D. Navarro, Juan M. Lopez-Sanchez, Margarita Sanabria, Miguel Cano, Joaquin Mulas Pore fluid chemistry, stress?strain behaviour, and yielding in reconstituted highly plastic clay Alex Man, Jim Graham Structure and kinematics of a landslide in a complex clayey formation of the Italian Southern Apennines

C. Di Maio, R. Vassallo, M. Vallario, S. Pascale, F. Sdao Quantitative evaluation of hydrogeological impact produced by tunnel construction using water balance models Juan Ramon Raposo, Jorge Molinero, Jorge Dafonte In-situ stress measurements and stress distribution characteristics in underground coal mines in China H. Kang, X. Zhang, L. Si, Y. Wu, F. Gao

Geomechanics and Geoengineering Volume 5 Issue 4 2010 Mechanical behaviour of expansive soils after several drying and wetting cycles Hossein Nowamooz; Farimah Masrouri Review of mehods of analysis for the use of vacuum preloading and vertical drains for soft clay improvement Buddhima Indraratna; Xueyu Geng; Cholachat Rujikiatkamjorn An analytical solution for the nonlinear distribution of effective and total stresses in vertical backfilled stopes Li Li; Michel Aubertin Seismic centrifuge modelling of earth dams Louis Ge; Yu Bao; Chin-Kuan Ni; Hon-Yim Ko Application of thermal flux for establishing soil–water characteristic curve of kaolin B. Hanumantha Rao; D. N. Singh Seismic uplift capacity of inclined strip anchors in sand using upper bound limit analysis Priyanka Ghosh Model for analysis of fiber-reinforced clayey soil G.L. Sivakumar Babu; Sandeep Kumar Chouksey

Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards Volume 4 Issue 4 (Dec 2010) Application of the dynamic bounds method in the safety assessment of flood defences, a case study: 17th Street flood wall, New Orleans M. Rajabalinejad; P. H. A. J. M. van Gelder; Zeki Demirbilek; Tew-Fik Mahdi; J. K. Vrijling Settlement prediction by spatial-temporal random process using Asaoka's method Pongwit Rungbanaphan; Yusuke Honjo; Ikumasa Yoshida Reliability of shallow foundations designed to Eurocode 7 William S. Forrest; Trevor L. L. Orr Reduction factors in seismic codes: on the components to be taken into account for design purposes L. Sanchez-Ricart

Geosynthetics International Volume 17, Issue 6, (December 2010) New analytical procedure for seismic analysis of reinforced retaining wall with cohesivefrictional backfill A. Ghanbari; M. Ahmadabadi Strength and small-strain modulus of lightweight geomaterials: cement-stabilised sand mixed with compressible expanded polystyrene beads K. Onishi; Y. Tsukamoto; R. Saito; T. Chiyoda Deformation response of shored MSE walls under surcharge loading in the centrifuge Y.-B. Lee; H.-Y. Ko; J.S. McCartney Geosynthetic strain gage installation procedures and alternative strain measurement methods for roadway applications K.A. Warren; B. Christopher; I.L. Howard Effect of deformation of prefabricated vertical drains on discharge capacity H.H. Tran-Nguyen; T.B. Edil; J.A. Schneider Contribution of hand-knotted coir netting to the bearing capacity of loose sand P. Vinod; A.B. Bhaskar

Geotechnical and Geological Engineering No New Issue

Géotechnique Volume 60, Issue 12, (December 2010) Stiff sedimentary clays: geological origins and engineering properties R.J. CHANDLER Engineering in stiff sedimentary clays B. SIMPSON A microstructurally based effective stress for unsaturated soils E.E. ALONSO; J.-M. PEREIRA; J. VAUNAT; S. OLIVELLA Behaviour of an old masonry tunnel due to tunnelling-induced ground settlement H. MOHAMAD; P.J. BENNETT; K. SOGA; R.J. MAIR; K. BOWERS Analysis of the cone penetration test in layered clay J. WALKER; H.-S. YU Effectiveness of filters in reducing consolidation time in routine laboratory testing V. SIVAKUMAR; P. MACKINNON; J. ZAINI; P. CAIRNS The use of particle size distribution by surface area method in predicting the saturated hydraulic conductivity of graded granular soils L.D.O. TRANI; B. INDRARATNA DISCUSSION: Anisotropic creep model for soft soils M. LEONI, M. KARSTUNEN and P. A. VERMEER (2008), Géotechnique 58, No. 3, 215–226 E.J. den Haan Theoretical description of embankment erosion owing to overflow K. FUJISAWA, A. KOBAYASHI and S. AOYAMA (2009). Géotechnique 59, No. 8, 661–671 Ashok K. Chugh

Geotextiles and Geomembranes Volume 28, Issue 6, (December, 2010) Seismic displacements of landfills and deformation of geosynthetics due to base sliding Varvara Zania, Yiannis Tsompanakis, Prodromos N. Psarropoulos Ten year creep puncture study of HDPE geomembranes protected by needle-punched nonwoven geotextiles Robert M. Koerner, Y.G. Hsuan, George R. Koerner, David Gryger Behavior of EPS geofoam in stress-controlled cyclic uniaxial tests Aurelian C. Trandafir, Steven F. Bartlett, Bret N. Lingwall Vacuum-drain consolidation induced pressure distribution and ground deformation Jinchun Chai, Zhenshun Hong, Shuilong Shen Properties of geosynthetics exhumed from a final cover at a solid waste landfill Craig H. Benson, I. Emre Kucukkirca, Joseph Scalia Large scale tests on geosynthetic reinforced unpaved roads subjected to surface maintenance Ennio M. Palmeira, Luiz G.S. Antunes Development and interpretation of a multi-axial tension test for geotextiles T.L. Andrejack, J. Wartman Investigation of factors influencing behavior of single geocell-reinforced bases under static loading Sanat K. Pokharel, Jie Han, Dov Leshchinsky, Robert L. Parsons, Izhar Halahmi Evaluation of permeability characteristics of a geosynthetic-reinforced soil through laboratory tests D.V. Raisinghani, B.V.S. Viswanadham Two dimensional experimental study for the behaviour of surface footings on unreinforced and reinforced sand beds overlying soft pockets M.H.A. Mohamed

Ground Improvement No New Issue

International Journal of Geomechanics Volume 10, Issue 6 (November/December 2010) Special Issue on Modeling in Geotechnical Engineering for Design and Materials R. A. Tarefder, D. H. Chen, and Y. N. Ge Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-Sand Mixture An Deng and Yang Xiao Monitoring and Modeling Grout Efficiency of Lifting Structure in Soft Clay James C. Ni and Wen-Chieh Cheng Dynamic Numerical Analysis of Antimoisture-Damage Mechanism of Permeable Pavement Base Xin-zhuang Cui Modeling Permanent Deformation of Unbound Granular Materials under Repeated Loads Cheng Chen, Louis Ge, and Jiansheng Zhang Stability of Shallow Tunnel Using Rigid Blocks and Finite-Element Upper Bound Solutions F. Yang and J. S. Yang

International Journal for Numerical and Analytical Methods in Geomechanics Volume 34, Issue 18 (25 Dec 2010) Micromechanical parameters in bonded particle method for modelling of brittle material failure T. Kazerani and J. Zhao Physical and numerical investigation of a cemented granular assembly of steel spheres M. S. Akram and G. B. Sharrock Time-scale analysis in unsaturated porous media under external wave loads Heng Xiao, Yin Lu Young and Jean H. Prévost Large static problem in numerical limit analysis: A decomposition approach Zied Kammoun, Franck Pastor, Hichem Smaoui and Joseph Pastor

Journal of Geotechnical and Geoenvironmental Engineering Volume 136, Issue 12, December 2010 Lateral Spreading Forces on Bridge Piers and Pile Caps in Laterally Spreading Soil: Effect of Angle of Incidence J. A. Knappett, S. Mohammadi, and C. Griffin Nonlinear Dynamic Response of Piles under Horizontal Excitation B. Manna and D. K. Baidya Block Element Method for the Seismic Stability of Rock Slopes Sheng-hong Chen, Weiming Wang, Hui-feng Zheng, and Isam Shahrour Validation and Application of Empirical Liquefaction Models Thomas Oommen, Laurie G. Baise, and Richard Vogel Large-Scale Passive Earth Pressure Load-Displacement Tests and Numerical Simulation Patrick Wilson and Ahmed Elgamal Quantitative Risk Assessment of Cut-Slope Projects under Construction Zhihong Li, Hongwei Huang, Farrokh Nadim, and Yadong Xue Resultant Force of Lateral Earth Pressure in Unstable Slopes Dov Leshchinsky and Fan Zhu Tunneling beneath Buried Pipes: View of Soil Strain and Its Effect on Pipeline Behavior A. M. Marshall, A. Klar, and R. J. Mair Nonlinear Efficiency of Bored Pile Group under Lateral Loading Anne Lemnitzer, Payman Khalili-Tehrani, Eric R. Ahlberg, Changsoon Rha, Ertugrul Taciroglu, John W. Wallace, and Jonathan P. Stewart Role of Linear Elasticity in Pile Group Analysis and Load Test Interpretation Y. F. Leung, K. Soga, B. M. Lehane, and A. Klar Influence of Osmotic Suction on the Soil-Water Characteristic Curves of Compacted Expansive Clay T. Thyagaraj and Sudhakar M. Rao Evaporation, Unsaturated Flow, and Salt Accumulation in Multilayer Deposits of “Paste” Gold Tailings B. Fisseha, R. Bryan, and P. Simms

Effect of Wetting on Unconfined Compressive Strength of Cemented Sands Sung-Sik Park

Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment Leon A. van Paassen, Ranajit Ghose, Thomas J. M. van der Linden, Wouter R. L. van der Star, and Mark C. M. van Loosdrecht Discussions and Closures Discussion of “Interference of Two Closely Spaced Strip Footings on Sand Using Model Tests” by J. Kumar and M. K. Bhoi M. C. Wang Closure by Jyant Kumar and Manas Kumar Bhoi Discussion of “Shear Strength of Municipal Solid Waste” by J. D. Bray, D. Zekkos, E. Kavazanjian Jr., G. A. Athanasopoulos, and M. F. Riemer Sukhmander Singh Closure by Jonathan D. Bray, Dimitrios Zekkos, Edward Kavazanjian Jr., George A. Athanasopoulos, and Michael F. Riemer Discussion of “CPT-Based Method for the Installation of Suction Caissons in Sand” by Marc Senders and Mark F. Randolph Felipe A. Villalobos

Soils and Foundations Vol. 50 (2010), No. 3 TECHNICAL PAPERS SYSTEM RELIABILITY OF SLOPES BY RFEM JINSONG HUANG, D. V. GRIFFITHS and GORDON A. FENTON INFLUENCE OF TRANSIENT FLOODING ON MULTI-ANCHOR WALLS YOSHIHISA MIYATA, RICHARD J. BATHURST, TAKEHARU KONAMI and KIYOMASA DOBASHI SOIL STRUCTURE CHARACTERISTICS OF UNDISTURBED DECOMPOSED GRANITE SOIL AND THEIR EFFECTS ON COPPER PLUME MIGRATION SEIICHI SASAKI and ROD LYNCH ANALYSIS ON SETTLEMENT OF SOIL DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES YOSHIMICHI TSUKAMOTO and KENJI ISHIHARA TECHNICAL NOTES A MODIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED DISPLACEMENT OF SLOPES CONTAINING A WEAK LAYER JIANLIANG DENG, YUKIKA TSUTSUMI, HIROSHI KAMEYA and JUNICHI KOSEKI COMPARISON OF LIQUEFACTION-INDUCED GROUND DEFORMATION BETWEEN RESULTS FROM UNDRAINED CYCLIC TORSIONAL SHEAR TESTS AND OBSERVATIONS FROM PREVIOUS MODEL TESTS AND CASE STUDIES TAKASHI KIYOTA, JUNICHI KOSEKI and TAKESHI SATO TESTING METHODS FOR HYDRO-MECHANICAL CHARACTERISTICS OF UNSATURATED SOILS SUBJECTED TO ONE-DIMENSIONAL FREEZE-THAW ACTION TATSUYA ISHIKAWA, TETSUYA TOKORO, KOHEI ITO and SEIICHI MIURA

EFFECT OF LATERAL EARTH PRESSURE COEFFICIENT ON PRESSURE CONTROLLED COMPACTION GROUTING IN TRIAXIAL CONDITION

S. Y. WANG, D. H. CHAN, K. C. LAM and S. K. A. AU DISCUSSIONS EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES DEVELOPED AROUND A DISPLACEMENT PILE THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY APPLICATIONS INVOLVING STRESS REVERSALS MARK TALESNICK EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES DEVELOPED AROUND A DISPLACEMENT PILE THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY APPLICATIONS INVOLVING STRESS REVERSALS (Closure) RICHARD J. JARDINE

Soil Dynamics and Earthquake Engineering Vol.30, Issue 12, (December, 2010) Investigating on the 1920 Garfagnana earthquake (Mw=6.5): Evidences of site effects in Villa Collemandina (Tuscany, Italy) Roberto De Ferrari, Gabriele Ferretti, Simone Barani, Daniele Spallarossa Interaction of foundation−structure systems with seismically precarious slopes: Numerical analysis with strain softening constitutive model R. Kourkoulis, I. Anastasopoulos, F. Gelagoti, G. Gazetas Analytical evaluation of the dynamic distress of rigid fixed-base retaining systems George Papazafeiropoulos, Prodromos N. Psarropoulos A SANISAND model with anisotropic elasticity Ali Lashkari Landslide intelligent prediction using object-oriented method Xianmin Wang, Ruiqing Niu Hydroelastic vibration and buckling of rectangular Mindlin plates on Pasternak foundations under linearly varying in-plane loads Sh. Hosseini-Hashemi, Mahmoud Karimi, D.T. Hossein Rokni A 2.5D coupled FE-BE model for the prediction of railway induced vibrations P. Galvín, S. François, M. Schevenels, E. Bongini, G. Degrande, G. Lombaert Disaggregation-based response weighting scheme for seismic risk assessment of structures Ludovica Elefante, Fatemeh Jalayer, Iunio Iervolino, Gaetano Manfredi Phase-scanning approach to correct time-shift inaccuracies in the surface-wave walk-away method Edwin A. Obando, Choon B. Park, Nils Ryden, Peter Ulriksen Field velocity resistivity probe for estimating stiffness and void ratio Hyung-Koo Yoon, Jong-Sub Lee