International Journal of Geomechanics - v. 19, n. 6 (Juni 2019)

Erschienen:	Juni 2019

Autor(en)	Titel	Seite(n)
Zou, Xinjun / Du, Haotong / Zhou, Mi / Zhou, Xiaowen	Analysis of a Single Pile under Vertical and Torsional Combined Loads in Two-Layered Nonhomogeneous Soil	04019054
Lu, Mengmeng / Li, Dongxu / Jing, Hongwen / Deng, YueBao	Analytical Solution for Consolidation of Band-Shaped Drain Based on an Equivalent Annular Drain	04019043
Zhou, X. P. / Xie, Y. X. / Huang, X. C. / He, H.	Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach	04019045
Raj, Dhiraj / Singh, Yogendra / Kaynia, Amir M.	Behavior and Critical Failure Modes of Strip Foundations on Slopes under Seismic and Structural Loading	04019047
Wu, LiJun / Jiang, Guanlu / Ju, Nengpan	Behavior and Numerical Evaluation of Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soils	04019048
Zhou, Yang / Kong, Gangqiang	Deformation Analysis of Geosynthetic-Encased Stone Column–Supported Embankment considering Radial Bulging	04019057
Fang, Tao / Huang, Ming	Deformation and Load-Bearing Characteristics of Step-Tapered Piles in Clay under Lateral Load	04019053
Lu, Xilin / Ma, Yiyue / Qian, Jiangu / Huang, Maosong	Discrete-Element Simulation of Scaling Effect of Strain Localization in Dense Granular Materials	04019059
Yang, X. L. / Chen, J. H.	Factor of Safety of Geosynthetic-Reinforced Slope in Unsaturated Soils	04019041
Galindo-Aires, Rubén / Lara-Galera, Antonio / Melentijevic, Svetlana	Hysteresis Model for Dynamic Load under Large Strains	04019051
Lashkari, Ali / Khodadadi, Mitra / Binesh, Seyed Mohammad / Rahman, Md. Mizanur	Instability of Particulate Assemblies under Constant Shear Drained Stress Path: DEM Approach	04019049
Ou, Qiang / Zhang, Ling / Zhao, Minghua / Wang, Yixian	Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy	04019055
Deng, Dong-Ping / Li, Liang	Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique	04019052
Mishra, Anumita / Patra, Nihar R.	Long-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow	04019040
Zhu, Bin / Feng, Lingyun / Kong, Deqiong	Modeling Cyclic Embedment of Deep-Water Pipelines Using Large Displacement Limit Analysis	04019056
Gao, Feng / Yang, Yugui / Cheng, Hongmei / Cai, Chengzheng	Novel 3D Failure Criterion for Rock Materials	04019046
Yang, X. L. / Zhang, Sheng	Seismic Active Earth Pressure for Soils with Tension Cracks	06019009
Li, Yongxin / Yang, Xiaoli	Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion	04019042
Deng, Dong-Ping / Li, Liang / Zhao, Lian-heng	Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface	04019050
Sun, De'an / Wang, Long / Li, Lin	Stability of Unsaturated Soil Slopes with Cracks under Steady-Infiltration Conditions	04019044
García-Moya, S. A. / González-Galindo, J. / Olalla, C.	Underdip Toppling Failure Mechanism: Case Study Retrospective Analysis and Its Most Determinant Parameters	05019005
Guo, Mingwei / Li, Chunguang / Wang, Shuilin / Yin, Shunde / Liu, Sujin / Ge, Xiurun	Vector-Sum Method for 2D Slope Stability Analysis Considering Vector Characteristics of Force	04019058

Autor(en)

Titel

Seite(n)

Zou, Xinjun / Du, Haotong / Zhou, Mi / Zhou, Xiaowen

Analysis of a Single Pile under Vertical and Torsional Combined Loads in Two-Layered Nonhomogeneous Soil

04019054

Lu, Mengmeng / Li, Dongxu / Jing, Hongwen / Deng, YueBao

Analytical Solution for Consolidation of Band-Shaped Drain Based on an Equivalent Annular Drain

04019043

Zhou, X. P. / Xie, Y. X. / Huang, X. C. / He, H.

Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach

04019045