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

Erschienen:	Oktober 2022

Autor(en)	Titel	Seite(n)
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

Autor(en)

Titel

Seite(n)

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