International Journal of Geomechanics - v. 23, n. 10 (octobre 2023)

Publié:	octobre 2023

Auteur(s)	Titre	Page(s)
Sun, Jinxin / Lu, Mengmeng / Han, Bolin	Analytical Solutions for Consolidation of Combined Composite Ground Reinforced by Short Impervious Columns and Long PVDs
Deb, Tanmoy Kumar / Singh, Baleshwar	Bearing Behavior of a Monopod Bucket Foundation Supporting an Offshore Wind Turbine in Sandy Soils
Li, Zhe / Zhao, Jinpeng / Liu, Tong / Guan, Chenhui / Liu, Yi / Zhu, Wuwei / Liu, Lulu	Capacity Change of Piles in Loess under Cyclic Axial Tension or Compression Load
Henrique Barbosa De Carvalho Tavares, Thiago / Bomjardim Porto, Thiago / Mazoni Andrade Marçal Mendes, Eduardo / PéRez Ferreira, Bruno	Clustering-Based Fuzzy Model for Predicting Anchor Bearing Capacity
Sha, Xiangyu / Lu, Aizhong / Zhang, Ning	Complex Variable Solution of Interference Effect of Two Nearby Strip Footings on Layered Soil
Zhang, Ziran / Fu, Yukai / Zhou, Annan / Hou, Xiaokun / Zhang, Maosheng / Fan, Zhongjie	Coupled Hydromechanical Behavior of Compacted Loess during Isotropic Compression
Shen, Fan / Zhou, Xiao-Ping	Creep Behaviors in Red Sandstone Subjected to Different Deviatoric Stresses under Thermohydromechanical Conditions Using Ultrasonic Technology and Nuclear Magnetic Resonance Technology
Gao, Huan / Huang, Qiangbing / Zhu, Yongfeng	Deformation and Failure Analysis of the Urban Cloud Rail Crossing an Active Ground Fissure in Xi’an, China
Liu, Jiashun / Ren, Yu / Zhu, Kaixin / Cai, Yanyan / Zhang, Hang / Jin, Jiaxu	Dynamic Characteristics of Freezing–Thawing Aeolian Soil under Intermittent Cyclic Loading
Javid, Amir Hossein / Bulut, Rifat	Equilibrium Suction Prediction Model for Subgrade Soils in Oklahoma
Gu, Wenbo / Li, Hongjiang / Tong, Liyuan	Evaluation of Tunneling-Induced Lateral Pile Response by an Artificial Intelligence Optimization Algorithm
Feng, Jun / Wang, Ruixing / Zhang, Yufeng / Tu, Zhengnan / Yang, Tao	Examining the Creep Characteristics of Basalt Fiber–Reinforced Polymer Grouted Bolts in Mixed Soil
Liu, Wen-hua / Sang, Jin / Hong, Guo-qian / Li, Wu-gang / Hu, Pan / Wang, Long / Lin, Xin-yi	Experimental Investigations on the Soil–Water Characteristic Curve and the Deformation Behaviors of Unsaturated Cement–Stabilized Soft Clay
Chen, Yulong / Zhang, Xuwen / Qiao, Xuanru	Experimental Study of the Reinforcement Mechanism for the Tunnel Support Structure in Weak Rock Masses
Elsokary, Haytham H. / El-Sakhawy, Nagwa R. / Mahdi, Hisham A. / Nabil, Marwa	A Hyperbolic p–y Criterion for Flexible Piles in Weathered Rock Mass
Xu, Jiawei	Investigation into the Displacement-Dependent Lateral Earth Pressure on the Rigid Retaining Wall with Different Modes of Movement: Modeling with the Trigonometric Function
Qureshi, Mohammed Emad / Singh, Kunal Kumar / Rao, Ch.Nageshwar	Investigations on Fluid Flow Properties of Fine-Grained Soil
Zhang, Kunyong / Su, Zhengkai / Zhang, Meng / Xu, Xiangtao / Liu, Zhanlei	Jointed Pipe–Soil Interaction due to Tunneling
Cui, Wei / Liu, Guifeng / Song, Huifang / Wang, Cao	Mesoscopic Analysis of the Compaction Characteristics of Rockfill Materials Considering Gradation and Shape
Du, Weisheng / Ban, Liren / Lin, Peng / Qi, Chengzhi / Hou, Yuhang / Zhang, Pengchong	A Peak Shear Displacement Model Considering Three-Dimensional Roughness of the Actual Contact Joint Surface
Dong, Xiaole / Tan, Xiaohui / Lin, Xin / Guo, Wei / Zha, Fusheng / Xu, Long	Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils
Sheng, Yu-ming / Zou, Jin-feng / Chen, Guang-Hui	Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion
Xu, Qiang / Zhu, Yongquan / Lei, Shengxiang / Fan, Haobo / Wang, Dapeng / Ma, Kaimeng / Fang, Zhichun	A Simplified 3D Theoretical Model for Calculating the Surface Settlement Induced by Tunnel Undercrossing Excavation
Que, Yun / Long, Cheng-cheng / Chen, Fu-quan	Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation
Moghrabi, Ishak / Ranaivomanana, Harifidy / Bendahmane, Fateh / Amiri, Ouali / Deneele, Dimitri	Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties
Jiang, Kuan / Qi, Cheng-Zhi / Kunitskikh, Artem A. / Kozhevnikov, Evgenii V.	Study of the Rotation of Blocks in a Two-Dimensional Blocky Rock Mass under the Impact Load and Torque
Lu, Shi-Feng / Lan, Tian-gang / Zhao, Teng-Yuan / Xu, Ling	Thermo–Hydro–Mechanical Behavior of Unsaturated Loess Considering the Effect of Porosity and Temperature on Water Retention Properties
Siddiqui, Mohammed Abdul Qadeer / Su, Linan / Regenauer-Lieb, Klaus / Roshan, Hamid	Viscoelastic Behavior of Rocks Saturated with Sorptive Gases: A Heuristic Internal Variables Approach
Zhang, Zhiguo / Chen, Jinpeng / Ye, Tong / Zhu, Zhengguo / Zhang, Mengxi / Pan, Yutao	Wave-Induced Response of Seepage Pressure around Shield Tunnel in Sand Seabed Slope

Auteur(s)

Titre

Page(s)

Sun, Jinxin / Lu, Mengmeng / Han, Bolin

Analytical Solutions for Consolidation of Combined Composite Ground Reinforced by Short Impervious Columns and Long PVDs

Deb, Tanmoy Kumar / Singh, Baleshwar

Bearing Behavior of a Monopod Bucket Foundation Supporting an Offshore Wind Turbine in Sandy Soils

Li, Zhe / Zhao, Jinpeng / Liu, Tong / Guan, Chenhui / Liu, Yi / Zhu, Wuwei / Liu, Lulu

Capacity Change of Piles in Loess under Cyclic Axial Tension or Compression Load

Henrique Barbosa De Carvalho Tavares, Thiago / Bomjardim Porto, Thiago / Mazoni Andrade Marçal Mendes, Eduardo / PéRez Ferreira, Bruno

Clustering-Based Fuzzy Model for Predicting Anchor Bearing Capacity

Sha, Xiangyu / Lu, Aizhong / Zhang, Ning

Complex Variable Solution of Interference Effect of Two Nearby Strip Footings on Layered Soil

Zhang, Ziran / Fu, Yukai / Zhou, Annan / Hou, Xiaokun / Zhang, Maosheng / Fan, Zhongjie

Coupled Hydromechanical Behavior of Compacted Loess during Isotropic Compression

Shen, Fan / Zhou, Xiao-Ping

Creep Behaviors in Red Sandstone Subjected to Different Deviatoric Stresses under Thermohydromechanical Conditions Using Ultrasonic Technology and Nuclear Magnetic Resonance Technology

Gao, Huan / Huang, Qiangbing / Zhu, Yongfeng

Deformation and Failure Analysis of the Urban Cloud Rail Crossing an Active Ground Fissure in Xi’an, China

Liu, Jiashun / Ren, Yu / Zhu, Kaixin / Cai, Yanyan / Zhang, Hang / Jin, Jiaxu

Dynamic Characteristics of Freezing–Thawing Aeolian Soil under Intermittent Cyclic Loading

Javid, Amir Hossein / Bulut, Rifat

Equilibrium Suction Prediction Model for Subgrade Soils in Oklahoma

Gu, Wenbo / Li, Hongjiang / Tong, Liyuan

Evaluation of Tunneling-Induced Lateral Pile Response by an Artificial Intelligence Optimization Algorithm

Feng, Jun / Wang, Ruixing / Zhang, Yufeng / Tu, Zhengnan / Yang, Tao

Examining the Creep Characteristics of Basalt Fiber–Reinforced Polymer Grouted Bolts in Mixed Soil

Liu, Wen-hua / Sang, Jin / Hong, Guo-qian / Li, Wu-gang / Hu, Pan / Wang, Long / Lin, Xin-yi

Experimental Investigations on the Soil–Water Characteristic Curve and the Deformation Behaviors of Unsaturated Cement–Stabilized Soft Clay

Chen, Yulong / Zhang, Xuwen / Qiao, Xuanru

Experimental Study of the Reinforcement Mechanism for the Tunnel Support Structure in Weak Rock Masses

Elsokary, Haytham H. / El-Sakhawy, Nagwa R. / Mahdi, Hisham A. / Nabil, Marwa

A Hyperbolic p–y Criterion for Flexible Piles in Weathered Rock Mass

Xu, Jiawei

Investigation into the Displacement-Dependent Lateral Earth Pressure on the Rigid Retaining Wall with Different Modes of Movement: Modeling with the Trigonometric Function

Qureshi, Mohammed Emad / Singh, Kunal Kumar / Rao, Ch.Nageshwar

Investigations on Fluid Flow Properties of Fine-Grained Soil

Zhang, Kunyong / Su, Zhengkai / Zhang, Meng / Xu, Xiangtao / Liu, Zhanlei

Jointed Pipe–Soil Interaction due to Tunneling

Cui, Wei / Liu, Guifeng / Song, Huifang / Wang, Cao

Mesoscopic Analysis of the Compaction Characteristics of Rockfill Materials Considering Gradation and Shape

Du, Weisheng / Ban, Liren / Lin, Peng / Qi, Chengzhi / Hou, Yuhang / Zhang, Pengchong

A Peak Shear Displacement Model Considering Three-Dimensional Roughness of the Actual Contact Joint Surface

Dong, Xiaole / Tan, Xiaohui / Lin, Xin / Guo, Wei / Zha, Fusheng / Xu, Long

Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils

Sheng, Yu-ming / Zou, Jin-feng / Chen, Guang-Hui

Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion

Xu, Qiang / Zhu, Yongquan / Lei, Shengxiang / Fan, Haobo / Wang, Dapeng / Ma, Kaimeng / Fang, Zhichun

A Simplified 3D Theoretical Model for Calculating the Surface Settlement Induced by Tunnel Undercrossing Excavation

Que, Yun / Long, Cheng-cheng / Chen, Fu-quan

Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation

Moghrabi, Ishak / Ranaivomanana, Harifidy / Bendahmane, Fateh / Amiri, Ouali / Deneele, Dimitri

Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties

Jiang, Kuan / Qi, Cheng-Zhi / Kunitskikh, Artem A. / Kozhevnikov, Evgenii V.

Study of the Rotation of Blocks in a Two-Dimensional Blocky Rock Mass under the Impact Load and Torque

Lu, Shi-Feng / Lan, Tian-gang / Zhao, Teng-Yuan / Xu, Ling

Thermo–Hydro–Mechanical Behavior of Unsaturated Loess Considering the Effect of Porosity and Temperature on Water Retention Properties

Siddiqui, Mohammed Abdul Qadeer / Su, Linan / Regenauer-Lieb, Klaus / Roshan, Hamid

Viscoelastic Behavior of Rocks Saturated with Sorptive Gases: A Heuristic Internal Variables Approach

Zhang, Zhiguo / Chen, Jinpeng / Ye, Tong / Zhu, Zhengguo / Zhang, Mengxi / Pan, Yutao

Wave-Induced Response of Seepage Pressure around Shield Tunnel in Sand Seabed Slope

Publicité

International Journal of Geomechanics - v. 23, n. 10 (octobre 2023)

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International Journal of Geomechanics - v. 23, n. 10 (octobre 2023)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.