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International Journal of Geomechanics - v. 15, n. 3 (June 2015)

Published:	June 2015

Articles in this Issue

Author(s)	Title	Page(s)
Sawamura, Yasuo / Kishida, Kiyoshi / Kimura, Makoto	Centrifuge Model Test and FEM Analysis of Dynamic Interactive Behavior between Embankments and Installed Culverts in Multiarch Culvert Embankments	04014050
Zhang, Ling / Zhao, Minghua	Deformation Analysis of Geotextile-Encased Stone Columns	04014053
Eid, Hisham T. / Shehada, Abdalfatah A.	Estimating the Elastic Settlement of Piled Foundations on Rock	04014059
Muduli, Pradyut Kumar / Das, Sarat Kumar	First-Order Reliability Method for Probabilistic Evaluation of Liquefaction Potential of Soil Using Genetic Programming	04014052
Sun, T. K. / Yan, W. M. / Su, Dong	Fully Coupled Consolidation Analysis of Shear Strength Mobilization and Dragload of a Pile Subject to Negative Skin Friction	04014057
Tarefder, Rafiqul A. / Ahsan, Sanjida / Ahmed, Mesbah U.	Neural Network–Based Thickness Determination Model to Improve Backcalculation of Layer Moduli without Coring	04014058
Vu, Vu Truong	Optimal Layout of Prefabricated Vertical Drains	06014020
McCabe, Bryan A. / Sheil, Brian B.	Pile Group Settlement Estimation: Suitability of Nonlinear Interaction Factors	04014056
Hossain, Muhammad Shazzad / Fourie, Andy / Yi-Wen, Bryan Poon	Rectangular Foundations on a Sand Embankment over Mine Tailings	04014054
Usmani, A. / Kannan, G. / Nanda, A. / Jain, S. K.	Seepage Behavior and Grouting Effects for Large Rock Caverns	06014023
Tiwari, R. C.	Simplified Numerical Implementation in Slope Stability Modeling	04014051
Qian, Z. G. / Li, A. J. / Merifield, R. S. / Lyamin, A. V.	Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods	06014022
Maheshwari, B. K. / Emani, Pavan K.	Three-Dimensional Nonlinear Seismic Analysis of Pile Groups Using FE-CIFECM Coupling in a Hybrid Domain and HISS Plasticity Model	04014055
Bouassida, M. / Jellali, B. / Lyamin, A.	Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench	06014021

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Published on:
08/05/2021
Last updated on:
08/05/2021

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