International Journal of Geomechanics - v. 22, n. 8 (août 2022)

Publié:	août 2022

Auteur(s)	Titre	Page(s)
Zhang, Jiamin / Jenck, Orianne / Dias, Daniel	3D Numerical Analysis of a Single Footing on Soft Soil Reinforced by Rigid Inclusions
Jiang, Quan / Liu, Jian / Zheng, Hong / Wang, Bin / Guo, Zhi-Zhong / Chen, Tao / Xiong, Xian-Tao	Bayesian Estimation of Rock Mechanical Parameter and Stability Analysis for a Large Underground Cavern
Yang, Ningxin / Zhou, Mi / Zhang, Xihong / Tian, Yinghui	Bearing Capacities of Buried Bucket Foundations in Marine Tidal Flat Subjected to Combined Loading
Sharifi, Sohrab / Abrishami, Saeed / Dias, Daniel / Dastpak, Pooya	Behavior of Axially and Eccentrically Loaded Trapezoidal Shell Footings Resting on a Granular Assembly
Ganesh, R. / Rajesh, Sathiyamoorthy	Coupled Effect of Suction Stress and Unit Weight on the Active Earth Pressure of Unsaturated Backfills
Chen, Dong / Li, Hongjun / Zhu, Kaibin / Yang, Zhengquan / Lang, Zifan	Determination of the Main Direction of a Sliding Body Based on a Three-Dimensional Finite-Element Limit-Equilibrium Method
Yang, Zedong / Xu, Jiansheng / Feng, Qiang / Liu, Weiwei / He, Peng / Fu, Shenggang	Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field
Li, Xiaojuan / Dai, Guoliang / Zhang, Fan / Gong, Weiming	Energy-Based Analysis of Laterally Loaded Caissons with Large Diameters under Small-Strain Conditions
Le, Hoang-Khanh / Huang, Wen-Chao / Weng, Meng-Chia / Huang, Wen-Jeng	Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling
Sharahi, Morteza Jiryaei	Extended Pseudodynamic Method to Assess Seismic Active Pressure under Seismic Loading
Salehzadeh, Hossein / Nuri, Hamed / Rafsanjani, Ali Akbar Heshmati	Failure Mechanism of Helical Anchors in Sand by Centrifuge Modeling and PIV
Tang, Jianbin / Wang, Xiangnan / Chen, Xi / Wang, Dongyong / Yu, Yuzhen	Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length
Chen, Shang-Ying / Hsu, Kuo-Chin / Wang, Chien-Li	Impact of Time-Varying Cement Degradation on the Borehole Cement Sheath Integrity in a Supercritical CO₂ Environment
Gopinadhanpillai, Hari / George, Balu Elias	Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay
Tian, Yu / Senetakis, Kostas	Influence of Creep and Sand Type on the Compression Behavior of Sand–Rubber Composites
Kluger, Max Oke / Goodarzi, Majid / Kreiter, Stefan / Ghasemi, Pooyan / Pein, Taisiya / Mörz, Tobias	Influence of Sample Reconstitution on Advanced Model Calibration
Zhang, Yu / Xu, Yifan / Li, Jianwei / Li, Dayong / Jia, Yun	Mechanical Behaviors of Low-Permeability Sandstone under the Coupled Elastoplastic Damage and Evolved Gas Permeability
Wang, Man-Yu / Li, Dian-Qing / Tang, Xiao-Song / Liu, Yong	Modeling Irregularly Inclined Fissure Surfaces within Nonuniform Expansive Soil Slopes
Gao, Denghui / Zhao, Kuanyao / Jin, Songli / Xing, Yichuan	Moistening Deformation Constitutive Model for Unsaturated Loess
Allulakshmi, Krishna / Vinod, Jayan S. / Heitor, Ana / Fourie, Andy	Numerical Modeling of Cone Penetration Test: An LBM–DEM Approach
Tan, Yu / Zhang, Huyuan / Ding, Zhinan / Ji, Ze / Ma, Guoliang	Particle Size Effects on the Volumetric Shrinkage of Bentonite–Sand Mixtures
Pramanik, Rajarshi / Sivakumar Babu, G. L.	Prediction of the Maximum Tensile Load in Reinforcement Layers of a MSE Wall Using ANN-Based Response Surface Method and Probabilistic Assessment of Internal Stability of the Wall
Shiau, Jim / Keawsawasvong, Suraparb	Producing Undrained Stability Factors for Various Tunnel Shapes
Saichi, Tarik / Renaud, Sylvain / Bouaanani, Najib	A Progressive Approach to Account for Large-Scale Roughness of Concrete–Rock Interface in Practical Stability Analyses for Dam Safety Evaluation
Yazdani, Ehsan / Nguyen, Amy / Evans, T. Matthew	Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable
Jiang, Yan / Han, Jie / Lei, Huayang	Simplified Method for Calculating Consolidation Degree of Deep Mixed Column–Improved Soft Soils
Wang, Wei / Griffiths, D. V. / Wang, Shiqi	Stability Analyses and Charts for Undrained Slopes with Linearly Increasing Strength and an External Water Surface
Hou, Chao / Jin, Xiaoguang / He, Jie / Li, Hanlin	Statistical Damage Constitutive Model for Anhydrite Rock under Freeze–Thaw Cycles Considering the Residual Strength and Postpeak Stress Dropping Rate
Vydehi, Kopparthi Venkata / Moghal, Arif Ali Baig / Basha, B. Munwar	Target Reliability-Based Design of Embankments Using Biopolymer-Modified Cohesive Soil
Cai, Guoqing / Liu, Yi / Li, Jian / Yang, Rui / Zhao, Chenggang	Water Retention Curve with Different Void Ratios over a Wide Suction Range and Its Application to Shear Strength

Auteur(s)

Titre

Page(s)

Zhang, Jiamin / Jenck, Orianne / Dias, Daniel

3D Numerical Analysis of a Single Footing on Soft Soil Reinforced by Rigid Inclusions

Jiang, Quan / Liu, Jian / Zheng, Hong / Wang, Bin / Guo, Zhi-Zhong / Chen, Tao / Xiong, Xian-Tao

Bayesian Estimation of Rock Mechanical Parameter and Stability Analysis for a Large Underground Cavern

Yang, Ningxin / Zhou, Mi / Zhang, Xihong / Tian, Yinghui

Bearing Capacities of Buried Bucket Foundations in Marine Tidal Flat Subjected to Combined Loading

Sharifi, Sohrab / Abrishami, Saeed / Dias, Daniel / Dastpak, Pooya

Behavior of Axially and Eccentrically Loaded Trapezoidal Shell Footings Resting on a Granular Assembly

Ganesh, R. / Rajesh, Sathiyamoorthy