International Journal of Geomechanics - v. 17, n. 7 (juillet 2017)

Publié:	juillet 2017

Auteur(s)	Titre	Page(s)
Qin, C. B. / Chian, S. C. / Yang, X. L.	3D Limit Analysis of Progressive Collapse in Partly Weathered Hoek–Brown Rock Banks	04017011
Li, Lin / Li, Jingpei / Sun, De'an / Gong, Weibing	Analysis of Time-Dependent Bearing Capacity of a Driven Pile in Clayey Soils by Total Stress Method	04016156
Jiang, Jianhong / Ling, Hoe I. / Yang, Lu	Approximate Simulation of Natural Structured Soft Clays Using a Simplified Bounding Surface Model	06016044
Liu, En-long / Yu, Hai-Sui / Zhou, Cheng / Nie, Qing / Luo, Kai-Tai	A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory	04016154
Bellos, John / Bakas, Nikolaos	Complete Analytical Solution for Linear Soil Pressure Distribution under Rigid Rectangular Spread Footings	04017005
Xiao, Yang / Sun, Yifei / Yin, Feng / Liu, Hanlong / Xiang, Jia	Constitutive Modeling for Transparent Granular Soils	04016150
Summersgill, F. C. / Kontoe, S. / Potts, D. M.	Critical Assessment of Nonlocal Strain-Softening Methods in Biaxial Compression	04017006
Nguyen, Lam / Fatahi, Behzad / Khabbaz, Hadi	Development of a Constitutive Model to Predict the Behavior of Cement-Treated Clay during Cementation Degradation: C3 Model	04017010
Ouria, Ahad	Disturbed State Concept–Based Constitutive Model for Structured Soils	04017008
Zhang, Xu / Zhao, Chunfa / Zhai, Wanming	Dynamic Behavior Analysis of High-Speed Railway Ballast under Moving Vehicle Loads Using Discrete Element Method	04016157
Brasil Cavalcante, André Luís / Zornberg, Jorge Gabriel	Efficient Approach to Solving Transient Unsaturated Flow Problems. I: Analytical Solutions	04017013
Brasil Cavalcante, André Luís / Zornberg, Jorge Gabriel	Efficient Approach to Solving Transient Unsaturated Flow Problems. II: Numerical Solutions	04017014
Hasan, Alsidqi / Karrech, Ali / Chareyre, Bruno	Evaluating Force Distributions within Virtual Uncemented Mine Backfill Using Discrete Element Method	06016042
Cao, Wei / Wang, Rui / Zhang, Jian-min	Formulation of Anisotropic Strength Criteria for Cohesionless Granular Materials	04016151
Chien, Yu-Chun / Tsai, Chi-Chin	Immediate Estimation of Yield Acceleration for Shallow and Deep Failures in Slope-Stability Analyses	04017009
Yubonchit, Somjai / Chinkulkijniwat, Avirut / Horpibulsuk, Suksun / Jothityangkoon, Chatchai / Arulrajah, Arul / Suddeepong, Apichat	Influence Factors Involving Rainfall-Induced Shallow Slope Failure: Numerical Study	04016158
Nguyen, Quoc Van / Fatahi, Behzad / Hokmabadi, Aslan S.	Influence of Size and Load-Bearing Mechanism of Piles on Seismic Performance of Buildings Considering Soil–Pile–Structure Interaction	04017007
Wang, Cheng-Der / Chou, Hung-Tao / Peng, Deng-Huang	Love-Wave Propagation in an Inhomogeneous Orthotropic Medium Obeying the Exponential and Generalized Power Law Models	04017003
Tang, Chong / Phoon, Kok-Kwang / Zhang, Lei / Li, Dian-Qing	Model Uncertainty for Predicting the Bearing Capacity of Sand Overlying Clay	04017015
Feng, Shi-Jin / Cao, Ben-Yi / Xie, Hai-Jian	Modeling of Leachate Recirculation Using Spraying–Vertical Well Systems in Bioreactor Landfills	04017012
Feng, Fan / Li, Diyuan / Li, Xibing / Guo, Zhongping / Wang, Shaofeng / Chen, Ying	Novel Underhand Cut-and-Fill Stoping Method and Mechanical Analysis of Overlying Backfill	04017004
Souissi, Salma / Miled, Karim / Hamdi, Essaieb / Sellami, Hédi	Numerical Modeling of Rock Damage during Indentation Process with Reference to Hard Rock Drilling	04017002
Chen, Diming / McCartney, John S.	Parameters for Load Transfer Analysis of Energy Piles in Uniform Nonplastic Soils	04016159
AbdelSalam, Sherif S. / Azzam, Salem A. / Fakhry, Beshoy M.	Reliability and 3D Modeling of Flexible Walls with EPS Inclusion	04016153
Vilarrasa, Víctor / Parisio, Francesco / Laloui, Lyesse	Strength Evolution of Geomaterials in the Octahedral Plane under Nonisothermal and Unsaturated Conditions	04016152
Dienstmann, Gracieli / Maghous, Samir / Schnaid, Fernando	Theoretical Analysis and Finite-Element Simulation for Nonlinear Poroelastic Behavior of Cylinder Expansion in Infinite Media under Transient Pore-Fluid Flow Conditions	04017001
Son, Moorak	Three-Dimensional Expansion of the Terzaghi Arching Formula Considering Inclined Sliding Surfaces and Examination of Its Effects	06016043
Yang, Xiao-li / Xu, Jing-shu	Three-Dimensional Stability of Two-Stage Slope in Inhomogeneous Soils	06016045
Huang, X. C. / Zhou, X. P. / Ma, W. / Niu, Y. W. / Wang, Y. T.	Two-Dimensional Stability Assessment of Rock Slopes Based on Random Field	04016155

Auteur(s)

Titre

Page(s)

Qin, C. B. / Chian, S. C. / Yang, X. L.

3D Limit Analysis of Progressive Collapse in Partly Weathered Hoek–Brown Rock Banks

04017011

Li, Lin / Li, Jingpei / Sun, De'an / Gong, Weibing

Analysis of Time-Dependent Bearing Capacity of a Driven Pile in Clayey Soils by Total Stress Method

04016156

Jiang, Jianhong / Ling, Hoe I. / Yang, Lu

Approximate Simulation of Natural Structured Soft Clays Using a Simplified Bounding Surface Model

06016044