International Journal of Geomechanics - v. 22, n. 11 (November 2022)

Erschienen:	November 2022

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Li, Xiaoyue / Zheng, Xinjiang / Xu, Yongfu / Li, Chaoyang	1D Free Swelling Model of Bentonite under Chemomechanical Coupling Action
Zhou, Qinglong / Liu, Dapeng	3D Stress-Ratio-Based Method on the Tendency Analysis of Mining-Induced Fault Reactivation
Ghazavi, Mahmoud / Sarghein, Armin Molavi	Analytical Method for Determining Bearing Capacity of Shallow Foundations on Unsaturated Soils
Soffietti, Franco P. / Pinto, Federico	Analytical Solution for the Evaluation of Kinematic Demands on Underground Linear Structures Subjected to S-Waves
Kumar, Jyant / Mukherjee, Sudipto / Pallepati, Raghuveer Rao	Bearing Capacity of Circular Foundations on Weak Cohesive Soils Reinforced with Stone Columns
Huang, Juehao / Chen, Jian / Yu, Song / Fu, Xiaodong / Zhang, Guochao / Tian, Ning	Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure
Wang, Zhe / Yao, Wangjing / Weng, Kaiwen / Wu, Shuwei / Xu, Sifa / Li, Xibin / Ding, Zhouxiang	Effects of Temperature and Thermal Cycles on Frictional Behavior of Kaolin–Concrete Interface
Yazdani, Mohammad / Majdi, Abbas	Evaluation of Hydraulic Jacking Mechanism during In Situ Rock Grouting Using a Strain Energy Release Rate Method
Li, Jue / Zhang, Junhui / Zhang, Anshun / Peng, Junhui	Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method
Thapa, Keshab B. / Katti, Kalpana S. / Katti, Dinesh R.	Evolution of Nanomechanical and Macroscale Mechanical Responses of Expansive Clay during Swelling
Kong, Lingwei / Xie, Heping / Gao, Chao / Li, Cunbao	Experimental and Theoretical Research on the Anisotropic Deformation and Energy Evolution Characteristics of Shale under Uniaxial Cyclic Loading and Unloading
Zhao, Lianheng / Liao, Weifu / Li, Liang / Hu, Shihong	Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles
Wang, Zhiliang / Feng, Chenchen / Wang, Jianguo / Song, Weilong / Wang, Haochen	An Improved Statistical Damage Constitutive Model for Rock Considering the Temperature Effect
Yan, Rongtao / Yan, Mengqiu / Yu, Haihao / Yang, Dehuan	Influence of Temperature and Pore Pressure on Geomechanical Behavior of Methane Hydrate-Bearing Sand
Zhou, Pan / Li, Jingpei / Liu, Gengyun / Li, Liang / Nie, Yinghui	Investigation of the Load–Settlement Response of Piles in Sand Using an Interface Constitutive Model
Sharma, Vikas / Lijith, K. P. / Singh, Devendra Narain	Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics
Huang, Man / Liu, Dan / Hong, Chenjie / Tao, Zhigang / Du, Shigui / Huang, Yixiao	New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example
Deng, Dongping / Chen, Haoyu / Wen, Shasha / Peng, Yihang / Fan, Hengxin	A Novel Global Stress Method for the Limit-Equilibrium Analysis of Slope Stability Considering Stress Constraint Conditions at Ends
Yan, Kang / Zhao, Tao / Liu, Yong	Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping
Chakraborty, Abhijit / Sawant, V. A.	Numerical Simulation of Earthen Embankment Resting on Liquefiable Soil and Remediation Using Stone Columns
Lee, Se-Hyeok / Han, Seong-Wook / Lee, Jin Ho	Probabilistic Full-Waveform Inversion Considering the Discontinuities of the Material Properties of a Layered Half-Space
Sun, Z. B. / Wang, B. W. / Hou, C. Q. / Wu, S. C. / Yang, X. L.	Pseudodynamic Approach for Rock Slopes in Hoek–Brown Media: Three-Dimensional Perspective
Xiao, Yang / He, Xiang / Zaman, Musharraf / Ma, Guoliang / Zhao, Chang	Review of Strength Improvements of Biocemented Soils
Khodayari, Mohamad Reza / Ahmadi, Mohammad Mehdi	Self CPT u Measurements for Determining s _u and OCR in Clay Soils: Simulation and Practical Applications
Zhou, Shunhua / Shan, Yao / Wang, Binglong / Wang, Changdan / Wang, Jiang / Li, Jia	Semianalytical Model of Unloading-Induced Pore-Water Pressure and Consequent Consolidation Settlement of Surcharge Preloading Railway Subgrade
Yang, Xiurong / Jiang, Annan	Study on the Coupled Mechanism of Seepage–Stress–Damage and Damage Constitutive Model of Rock after Freezing and Thawing
Mousavi, S. Morteza / Yanful, Ernest / Hesham El Naggar, M. / Gatmiri, Behrouz / Pak, Ali	Thermohydromechanical Modeling of Evaporation from Unsaturated Soil
Moradshahi, Aria / Faizal, Mohammed / Bouazza, Abdelmalek / McCartney, John S.	Thermomechanical Responses of Thermally Interacting Field-Scale Energy Piles
Yan, Chengzeng / Wang, Tie / Gao, Yakun / Ke, Wenhui / Wang, Gang	A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method
Garakani, Amir Akbari / Serjoie, Kay Armin	Ultimate Bearing Capacity of Helical Piles as Electric Transmission Tower Foundations in Unsaturated Soils: Analytical, Numerical, and Experimental Investigations

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Datenseite
IssueID
66570
Veröffentlicht am:
22.09.2022
Geändert am:
22.09.2022

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International Journal of Geomechanics - v. 22, n. 11 (November 2022)

Artikel in dieser Ausgabe

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International Journal of Geomechanics - v. 22, n. 11 (November 2022)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
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