International Journal of Geomechanics - v. 23, n. 2 (février 2023)

Publié:	février 2023

Auteur(s)	Titre	Page(s)
Xu, Jingshu / Du, Xiuli / Zhao, Xu / Li, Liyun	Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model
Abid, Mohammed Shakeel / Rathod, Deendayal / Vanapalli, Sai K.	Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles
Kumar, Sonu / Kumar, Ashutosh	Effect of Infiltration on Single-Pile and Monopile–Raft Foundation Embedded in Unsaturated Sand
Palaniappan, Sathish Kumar / Pal, Samir Kumar / Chinnasamy, Moganapriya / Rathanasamy, Rajasekar	Efficiency of Rock Cutting and Wear Behavior of Coated Bits via Lab-Scale Linear Rock-Cutting Machine: Experimental Approach
McCarron, W. O.	Energy Response Characteristics of Laterally Loaded Piles
Zeng, Yiwen / Shi, Xiusong / Chen, Wenbo / Feng, Weiqiang	Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept
Hao, Shengpeng / Pabst, Thomas	Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks
Yamada, Shotaro / Noda, Toshihiro	Finite-Deformation Cam-Clay Model Considering Elastic Dilatancy and Soil Skeleton Structure
Wang, Yan-ning / Qin, Hao-ran / Zhao, Lin-Shuang	Full-Scale Loading Test of Jet Grouting in the Artificial Island–Immersed Tunnel Transition Area of the Hong Kong–Zhuhai–Macau Sea Link
Fathipour, Hessam / Bahmani Tajani, Shahla / Payan, Meghdad / Chenari, Reza Jamshidi / Senetakis, Kostas	Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils
Wang, Juntian / Yang, Yunming / Yu, Hai-Sui / Yu, Qihao / Li, Xiang	Influence of Consolidation Shear Stress Magnitude and Orientation on Stress–Strain Behavior of Sand under Traffic Loading
Wang, Kezhong / Zhang, Chun / Gao, Yaohui / Chen, Hengjin / Xie, Tian	Influence of Prefabricated Fissure Combinations on Strength and Failure Characteristics of Rock-Like Specimens under Uniaxial Compression
Huang, Maosong / Tan, Tingzhen / Shi, Zhenhao	Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils
Worku, Asrat / Lulseged, Abey	Lateral Static Response of Piles Based on a Full-Fledged Two-Parameter Foundation Model
Wang, Wei / Luo, Jiale / Li, Na / Li, Ben / Li, Jian / Pu, ShaoYun	Mechanical Properties and Microscopic Mechanism of Cement-Stabilized Calcareous Sand Improved with a Nano-MgO Additive
Wang, Zhiliang / Wang, Shumin / Wang, Jianguo / Wang, Haochen	A Modified Thin-Layer Interface Model for Wave Propagation Across a Rock Fracture with Viscoelastic Filling
Li, Yong-Dong / Zhao, Lun-Yang / Lai, Yuan-Ming	A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation
Hunt, O. M. / O’Hara, K. B. / Chen, Y. / Martínez, A.	Numerical and Physical Modeling of the Effect of the Cone Apex Angle on the Penetration Resistance in Coarse-Grained Soils
Kumar, Piyush / Chauhan, Vinay Bhushan	On the Eccentrically Loaded Strip Footing Resting Over a Circular Cavity in the Rock Mass: Adaptive Finite-Element Analysis, Observations, and Recommendations
Nguyen, Luan	Optimal Design of Rigid Inclusions and Stone Columns Using Multiobjective Optimization
Raghuram, Ammavajjala Sesha Sai / Basha, B. Munwar	Optimum Design of Unsaturated Finite Clayey Slopes Using Second-Order Reliability Method
Li, Yanlong / Li, Yong / Wen, Lifeng / Liu, YunHe / Zhou, Heng / Li, Weimei	Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method
Liu, Shan-wei / Zhang, Qian-qing / Liu, Jing-hang / Cui, Wei / Yu, Xian-tao	A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation of Pile–Soil Interface
Shakiba, Mahmood / Shahsavari, Mohammad Hossein	Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones
Rajabian, Ahmad / Shukla, Sanjay Kumar	Stability Analysis of Anchor-Reinforced Soil Slopes with Taylor’s Stability Chart
Hosseini, Maryam / Yaghoobi, Behnaz / Ranjbar, Payam Zanganeh / Payan, Meghdad / Chenari, Reza Jamshidi	Stability Analysis of Geosynthetic-Reinforced Shallow Foundations with a Lower-Bound FELA Approach Adopting the Nonassociated Plastic Flow Rule
Lu, Xiaochun / Luo, Yue / Ming, Huajun / Zhou, Mi / Zhang, Xihong / Liu, Dingwei	Stability of Nonuniform Large Geotextile-Reinforced Cofferdam under Seepage and Excavation Effects
Nguyen, Tan	Statically Admissible Stress Fields in Conical Sand Valleys and Heaps: A Validation of Haar–von Kármán Hypothesis
Liang, Shihua / Xiao, Xueli / Feng, Deluan	Study on Large-Scale Direct Shear Test on Soil–Rock Mixture in an Immersion State under Water
Zhang, Z. L. / Zhu, J. Q. / Yang, X. L.	Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage
Singh, Avinash Kumar / Sahoo, Jagdish Prasad	Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level
Qui Lai, Van / Chenari, Reza Jamshidi / Banyong, Rungkhun / Keawsawasvong, Suraparb	Undrained Stability of Opening in Underground Walls in Anisotropic Clays

Auteur(s)

Titre

Page(s)

Xu, Jingshu / Du, Xiuli / Zhao, Xu / Li, Liyun

Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model

Abid, Mohammed Shakeel / Rathod, Deendayal / Vanapalli, Sai K.

Bearing Capacity of Annulus Stone Column Double-Encapsulated with Geotextiles

Kumar, Sonu / Kumar, Ashutosh

Effect of Infiltration on Single-Pile and Monopile–Raft Foundation Embedded in Unsaturated Sand

Palaniappan, Sathish Kumar / Pal, Samir Kumar / Chinnasamy, Moganapriya / Rathanasamy, Rajasekar

Efficiency of Rock Cutting and Wear Behavior of Coated Bits via Lab-Scale Linear Rock-Cutting Machine: Experimental Approach

McCarron, W. O.