International Journal of Geomechanics - v. 13, n. 6 (December 2013)

Published:	December 2013

Author(s)	Title	Page(s)
Ariyarathne, Priyanath / Liyanapathirana, D. S. / Leo, C. J.	Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment	754-768
Shen, Baotang / Guo, Hua / Ko, Tae Young / Lee, Simon S. C. / Kim, Julie / Kim, Hyung Mok / Park, Eui Seob / Wuttke, Manfred W. / Backers, Tobias / Rinne, Mikael / Stephansson, Ove	Coupling Rock-Fracture Propagation with Thermal Stress and Fluid Flow	794-808
Esmaeili, Morteza / Gharouni Nik, Morteza / Khayyer, Farid	Experimental and Numerical Study of Micropiles to Reinforce High Railway Embankments	729-744
Schädlich, Bert / Schweiger, Helmut F.	Influence of Anisotropic Small Strain Stiffness on the Deformation Behavior of Geotechnical Structures	861-868
Iyer, Kannan / Jayanth, Sneha / Gurnani, Seema / Singh, D. N.	Influence of Initial Water Content and Specimen Thickness on the SWCC of Fine-Grained Soils	894-899
Nainegali, Lohitkumar S. / Basudhar, Prabir Kumar / Ghosh, Priyanka	Interference of Two Asymmetric Closely Spaced Strip Footings Resting on Nonhomogeneous and Linearly Elastic Soil Bed	840-851
Sheng, Daichao / Cui, Lijie / Ansari, Yousef	Interpretation of Cone Factor in Undrained Soils via Full-Penetration Finite-Element Analysis	745-753
Oh, Won Taek / Vanapalli, Sai K.	Interpretation of the Bearing Capacity of Unsaturated Fine-Grained Soil Using the Modified Effective and the Modified Total Stress Approaches	769-778
Liu, Fengtao / Zhao, Jidong	Limit Analysis of Slope Stability by Rigid Finite-Element Method and Linear Programming Considering Rotational Failure	827-839
Choudhury, Deepankar / Katdare, Amey Deepak	New Approach to Determine Seismic Passive Resistance on Retaining Walls Considering Seismic Waves	852-860
Dean, E. T. R.	Predicting Punchthrough of Jackup Spudcans on Sand over Clay	869-876
Bari, Md. Wasiul / Shahin, Mohamed A. / Nikraz, Hamid R.	Probabilistic Analysis of Soil Consolidation via Prefabricated Vertical Drains	877-881
Maheshwari, Priti / Khatri, Shubha	Response of Infinite Beams on Geosynthetic-Reinforced Granular Bed over Soft Soil with Stone Columns under Moving Loads	713-728
Jamei, M. / Villard, P. / Guiras, H.	Shear Failure Criterion Based on Experimental and Modeling Results for Fiber-Reinforced Clay	882-893
Rahman, M. M. / Rahman, S. S.	Studies of Hydraulic Fracture-Propagation Behavior in Presence of Natural Fractures: Fully Coupled Fractured-Reservoir Modeling in Poroelastic Environments	809-826
Chakraborty, Ritwik / Ghosh, Ambarish	Three-Dimensional Analysis of Contaminant Migration through Saturated Homogeneous Soil Media Using FDM	699-712
Rodriguez, Nina M. / Lade, Poul V.	True Triaxial Tests on Cross-Anisotropic Deposits of Fine Nevada Sand	779-793

Author(s)

Title

Page(s)

Ariyarathne, Priyanath / Liyanapathirana, D. S. / Leo, C. J.

Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

754-768

Shen, Baotang / Guo, Hua / Ko, Tae Young / Lee, Simon S. C. / Kim, Julie / Kim, Hyung Mok / Park, Eui Seob / Wuttke, Manfred W. / Backers, Tobias / Rinne, Mikael / Stephansson, Ove

Coupling Rock-Fracture Propagation with Thermal Stress and Fluid Flow

794-808

Esmaeili, Morteza / Gharouni Nik, Morteza / Khayyer, Farid

Experimental and Numerical Study of Micropiles to Reinforce High Railway Embankments

729-744

Schädlich, Bert / Schweiger, Helmut F.

Influence of Anisotropic Small Strain Stiffness on the Deformation Behavior of Geotechnical Structures

861-868

Iyer, Kannan / Jayanth, Sneha / Gurnani, Seema / Singh, D. N.

Influence of Initial Water Content and Specimen Thickness on the SWCC of Fine-Grained Soils

894-899

Nainegali, Lohitkumar S. / Basudhar, Prabir Kumar / Ghosh, Priyanka