International Journal of Geomechanics - v. 22, n. 10 (October 2022)

Published:	October 2022

Articles in this Issue

Author(s)	Title	Page(s)
Que, Yun / Gui, Xue-feng / Chen, Fu-quan	Active Earth Pressure against Cantilever Retaining Walls with the Long Relief Shelf Rotating about the Bottom
You, Zhanping / Han, Jie / Wang, Hainian	Advances and Innovations in Pavement Technologies and Geomechanics
Chen, Zhao-geng / Zhang, Qian-qing / Xing, Yu-cheng / Wang, Shao-lei / Zhao, Yi-hua / Cui, Wei	Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory
Bouzid, Djillali Amar / El-Ghribi, Fares	Analytical Formulation of the Ultimate Resistance for Piles in Undrained Clays Based on Threefold Failure Mechanisms
Yu, Jun / Yang, Xin-Xin / Deng, Peng-Bing / Chen, Wei-bin	Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil
Xu, Rongchao / Li, Zhen / Jin, Yiding	Brittleness Effect on Acoustic Emission Characteristics of Rocks Based on a New Brittleness Evaluation Index
Hu, An-Feng / Chen, Yuan / Xie, Sen-Lin / Chen, Yi-Yang / Hou, Jing	Consolidation Analysis for Soft Clay Reinforced by a Granular Column with Non-Darcian Flow
Zhang, Yu / Zhang, Ning / Huang, Changxi / Dai, Denghui / Chen, Xin	Effect of Partially Imperfect Interface on Dynamic Response of a Circular Lined Tunnel in an Elastic Half-Space Subjected to Plane SH Waves
Kang, Xuan / Wang, Shun / Yu, Zhang	Effects of Soil–Water Interaction on the Mechanical Behaviors of Shear-Zone Soils
Tian, Yu / Lu, Dechun / Yao, Yangping / Du, Xiuli / Gao, Yunhao	Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method
Mandal, Palas / Somala, Surendra Nadh	Functionally Graded Materials Pile Structure for Seismic Noise Cancellation
Khan, Vishwajeet / Basudhar, Prabir Kumar	Generalized Lower-Bound Bearing Capacity Analysis of Shallow Inverted Triangular-Based Strip Footings
Fan, Yong / Miao, Xingzhuang / Gao, Qidong / Leng, Zhendong / Zheng, Junwei / Wu, Jingao	Influence of Water Depth on the Range of Crushed Zones and Cracked Zones for Underwater Rock Drilling and Blasting
Mei, Wanquan / Xia, Yuanyou / Pan, Pengzhi / Li, Mei / Han, Gaosheng	Influence of Wavelength-to-Excavation Span Ratio on Dynamic Failure Characteristics of a Deep-Buried Tunnel Subjected to Disturbance
Fathalikhani, Marziyeh / Graham, James / Kurz, David / Maghoul, Pooneh	Investigation and Modification of a CSSM-Based Elastic–Thermoviscoplastic Model for Clay
Zhao, Yongchun / Li, Shuangyang / Shi, Lianghong / Yang, Jiale / Zhao, Jianyuan	Mechanical Damage Evolution and a Statistical Damage Model for Frozen Sandstone
Li, Chengchao / Jiang, Pengming	Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes
Wang, Qinke / Hu, Zhongbo / Ji, Yukun / Ma, Jianlin / Chen, Wenlong	Model Test of Rock-Socketed Pile under Axial and Oblique Tension Loading in Combined Composite Ground
Łupieżowiec, Marian	Modeling the Phenomenon of Propagation of Technological Impulses in Subsoil
Wang, Kai / Ma, Yue / Howlett, Paul R. / Ding, Aizhong / Chen, Xiao-Hui	New Unsaturated Dynamic Porosity Hydromechanical Coupled Model and Experimental Validation
Huang, Jingqi / Chen, Xiaohui / Zhao, Xu / Zhao, Mi	Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-Slip Fault
Huang, Man / Weng, Hanqian / Hong, Chenjie / Xu, Xiaobin / Tao, Zhigang / Li, Changhong / Huang, Yixiao	Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model
Quevedo, Felipe Pinto da Motta / Bernaud, Denise / Maghous, Samir	Numerical Integration Scheme for Coupled Elastoplastic–Viscoplastic Constitutive Law for Tunnels
Peng, Jun / Xu, Chuanhua / Dai, Bibo / Sun, Lijun / Feng, Junjun / Huang, Qisong	Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock
Saeedi Azizkandi, Alireza / Aghamolaei, Milad / Eslami, Mohammad	Response of Batter-Piled Raft Foundations with Different Superstructures during Seismic Events: Outcomes from Shaking Table Tests
Chen, B. H. / Luo, W. J. / Xu, X. Y. / Hu, R. Q. / Yang, X. L.	Seismic Bearing Capacity of Strip Footing with Nonlinear Mohr–Coulomb Failure Criterion
Qian, Ze-hang / Wang, Long / Sun, De-An / Zou, Jin-feng	A Semianalytical Model for Three-Dimensional Stability Analysis of Potentially Rotational Slopes in Unsaturated Soils
Kalantari, A. R. / Johari, A.	System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method
Sun, Xiaohui / Chen, Zhouquan / Han, Jie / Fei, Jianbo / Hong, Chengyu / Zhang, Wuyu / Peng, Yongshen	Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids
Li, Renrong / Kong, Gangqiang / Sun, Guangchao / Yang, Qing	Thermomechanical Behaviors of an Energy Pile–Raft Foundation under Intermittent Operation with Forced Heat Recharge
Yan, Chengzeng / Ma, Hui / Tang, Zhicheng / Ke, Wenhui	A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil
Zhang, Yan / Jiang, Mingjing / Jia, Mincai / Xie, Zhiwei	Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths
Liu, Cong / Tang, Xiaowei / Wei, Huanwei / Zhao, Honghua	Visualization Investigation of the Plugging Effect on Open-Ended Pipe Pile Jacked in Transparent Sand

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66386
Published on:
13/08/2022
Last updated on:
13/08/2022

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International Journal of Geomechanics - v. 22, n. 10 (October 2022)

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International Journal of Geomechanics - v. 22, n. 10 (October 2022)

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

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