International Journal of Geomechanics - v. 23, n. 6 (Juni 2023)

Erschienen:	Juni 2023

Autor(en)	Titel	Seite(n)
Wang, Yutong / Wan, Keyu / Xiang, Huawei / Wang, Jinfeng	Analysis and Experimental Study on Mechanical Properties of Large-Diameter Grouted Sleeve Connections
Zhao, Nannan / Shao, Zhushan / Wu, Kui	Analytical Approach to Evaluating the Influence of the Compressible Layer on the Time-Dependent Response of Deep Soft-Rock Tunnels
Ma, Yue / Feng, Jun / Ge, Shangqi / Wang, Kai / Chen, Xiaohui / Ding, Aizhong	Constitutive Modeling of Hydromechanical Coupling in Double Porosity Media Based on Mixture Coupling Theory
Rahman, Tabish / Sarkar, Kripamoy	Correlations between Uniaxial Compressive Strength and Dynamic Elastic Properties for Six Rock Types
Zhang, Huimei / Qin, Xiangrui / Chen, Min / Yang, Gengshe / Lu, Yani	A Damage Constitutive Model for a Jointed Rock Mass under Triaxial Compression
Li, Shaohong / Xiao, Shiguo	A Displacement-Dependent Limit-Equilibrium Slice Method for Slope Stability Analysis
Kou, Hao / He, Chuan / Yang, Wenbo / Wu, Fangyin / Nie, Jincheng / Xie, Jinchi / Fu, Jianfeng / Xiao, Longge	Distribution Characteristics of In Situ Stress Field for a Deep-Buried Tunnel in the Fault Area
Pal, Suravi / Deb, Kousik	Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation
Qian, Haoyong / Wu, Wei / Du, Xiuli / Xu, Chengshun	A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage
Haeri, S. Mohsen / Nikoonejad, Khashayar	Liquefaction Behavior of a Well-Graded Gravelly Soil under Initial Static Shear Stress in Cyclic Triaxial and Simple Shear Conditions
Kumar, Mohit / Chatterjee, Kaustav	Load-Sharing Behavior of Caisson Foundations in Layered Soil under Seismic Conditions
Ghorbani, Behnam / Yaghoubi, Ehsan / Arulrajah, Arul / Fragomeni, Sam	Long-Term Performance Analysis of Demolition Waste Blends in Pavement Bases Using Experimental and Machine Learning Techniques
Zhang, Chen / Wang, Wei / Zhu, Zhiduo / Shao, Li / Wan, Yu / Zhang, Yue	Mechanical and Microscopic Properties of Cement Composite Expansive Soil with Graphene Oxide: Ecofriendly Modification Material
Haq, Shay / Indraratna, Buddhima / Nguyen, Thanh Trung / Rujikiatkamjorn, Cholachat	Micromechanical Analysis of Internal Instability during Shearing
Wu, Pei-Chen / Feng, Wei-Qiang / Qin, Jie-Qiong / Liu, Kai-Fu / Yin, Jian-Hua	A New Calculation Method for Life Cycle Settlement of Soft Ground with Creep Treated by Columns
Tan, Joel Phek Soon / Goh, Siang Huat / Tan, Siew Ann	Numerical Analysis of a Jacked-In Pile Installation in Clay
Song, Danqing / Du, Han	Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method
Liu, Bolong / Yang, Haiqing / Wang, Guilin / Gao, Huicai / Ren, Jianxi	Prediction of Disc Cutter Wear Considering the Argillization Effect
Mousavi, M. Sina / Eun, Jongwan	A Predictive Settlement Modeling Framework Employing Thermal–Hydraulic–Mechanical–Biochemical Processes in Municipal Solid Waste Landfills
Shiau, Jim / Keawsawasvong, Suraparb	Probabilistic Stability Design Charts for Shallow Passive Trapdoors in Spatially Variable Clays
Li, Chunlei / Yu, Long / Kong, Xianjing	RPIM-RITSS Method for Large Deformation Analysis Using ABAQUS
Fathipour, Hessam / Payan, Meghdad	Seismic Bearing Capacity of Eccentrically and Obliquely Loaded Strip Footings on Geosynthetic-Reinforced Soil
Wang, Fei / Song, Zhiqiang / Liu, YunHe / Li, Chuang	Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles
Vonk, Christopher K. / Valdes, Julio R.	Soil Swell Accommodation by Compressible Inclusions
Liu, Yilong / Yang, Tianhong / Cheng, Guanwen / Hou, Xiangang / Zhao, Yong / Ma, Kai / Liu, Feiyue / Jiao, Yuyong	Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining
Sarfaraz, Hassan / Khosravi, Mohammad Hossein / Pipatpongsa, Thirapong	Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode
Guo, Jiaqi / Zhu, Binzhong / Zhu, Zhengguo / Meng, Changjiang / Ren, Lianwei / Dun, Zhilin	Theoretical Calculation Method of Open-Loop Pressure for Sleeve-Valve Pipe Grouting and Engineering Verification
Huang, Anping / Zhu, Yanpeng / Wang, Long / Ye, Shuaihua / Fang, Guangwen	Three-Dimensional Stability of Unsaturated Soil Slopes Reinforced by Frame Beam Anchor Plates
Bu, Zehua / Zhang, Yichi / Pan, Dongdong / Jin, Qing / Li, Zhaofeng / Xu, Zhenhao	Tidal Effect on Grouting and Blocking of Flowing Water in Karst Fractures: Numerical Implementation and Its Application
Liu, Shiwei / Su, Hui / Zhang, Zhenping / Leng, Xianlun / Qu, Chunlai / Li, Jianhe	Upper Limit Analysis for the Ultimate Bearing Capacity of a Multilayer Slope with Horizontal Stratification

Autor(en)

Titel

Seite(n)

Wang, Yutong / Wan, Keyu / Xiang, Huawei / Wang, Jinfeng

Analysis and Experimental Study on Mechanical Properties of Large-Diameter Grouted Sleeve Connections

Zhao, Nannan / Shao, Zhushan / Wu, Kui

Analytical Approach to Evaluating the Influence of the Compressible Layer on the Time-Dependent Response of Deep Soft-Rock Tunnels

Ma, Yue / Feng, Jun / Ge, Shangqi / Wang, Kai / Chen, Xiaohui / Ding, Aizhong

Constitutive Modeling of Hydromechanical Coupling in Double Porosity Media Based on Mixture Coupling Theory

Rahman, Tabish / Sarkar, Kripamoy

Correlations between Uniaxial Compressive Strength and Dynamic Elastic Properties for Six Rock Types

Zhang, Huimei / Qin, Xiangrui / Chen, Min / Yang, Gengshe / Lu, Yani

A Damage Constitutive Model for a Jointed Rock Mass under Triaxial Compression

Li, Shaohong / Xiao, Shiguo

A Displacement-Dependent Limit-Equilibrium Slice Method for Slope Stability Analysis

Kou, Hao / He, Chuan / Yang, Wenbo / Wu, Fangyin / Nie, Jincheng / Xie, Jinchi / Fu, Jianfeng / Xiao, Longge

Distribution Characteristics of In Situ Stress Field for a Deep-Buried Tunnel in the Fault Area

Pal, Suravi / Deb, Kousik

Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation

Qian, Haoyong / Wu, Wei / Du, Xiuli / Xu, Chengshun

A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage

Haeri, S. Mohsen / Nikoonejad, Khashayar

Liquefaction Behavior of a Well-Graded Gravelly Soil under Initial Static Shear Stress in Cyclic Triaxial and Simple Shear Conditions

Kumar, Mohit / Chatterjee, Kaustav

Load-Sharing Behavior of Caisson Foundations in Layered Soil under Seismic Conditions

Ghorbani, Behnam / Yaghoubi, Ehsan / Arulrajah, Arul / Fragomeni, Sam

Long-Term Performance Analysis of Demolition Waste Blends in Pavement Bases Using Experimental and Machine Learning Techniques

Zhang, Chen / Wang, Wei / Zhu, Zhiduo / Shao, Li / Wan, Yu / Zhang, Yue

Mechanical and Microscopic Properties of Cement Composite Expansive Soil with Graphene Oxide: Ecofriendly Modification Material

Haq, Shay / Indraratna, Buddhima / Nguyen, Thanh Trung / Rujikiatkamjorn, Cholachat

Micromechanical Analysis of Internal Instability during Shearing

Wu, Pei-Chen / Feng, Wei-Qiang / Qin, Jie-Qiong / Liu, Kai-Fu / Yin, Jian-Hua

A New Calculation Method for Life Cycle Settlement of Soft Ground with Creep Treated by Columns

Tan, Joel Phek Soon / Goh, Siang Huat / Tan, Siew Ann

Numerical Analysis of a Jacked-In Pile Installation in Clay

Song, Danqing / Du, Han

Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method

Liu, Bolong / Yang, Haiqing / Wang, Guilin / Gao, Huicai / Ren, Jianxi

Prediction of Disc Cutter Wear Considering the Argillization Effect

Mousavi, M. Sina / Eun, Jongwan

A Predictive Settlement Modeling Framework Employing Thermal–Hydraulic–Mechanical–Biochemical Processes in Municipal Solid Waste Landfills

Shiau, Jim / Keawsawasvong, Suraparb

Probabilistic Stability Design Charts for Shallow Passive Trapdoors in Spatially Variable Clays

Li, Chunlei / Yu, Long / Kong, Xianjing

RPIM-RITSS Method for Large Deformation Analysis Using ABAQUS

Fathipour, Hessam / Payan, Meghdad

Seismic Bearing Capacity of Eccentrically and Obliquely Loaded Strip Footings on Geosynthetic-Reinforced Soil

Wang, Fei / Song, Zhiqiang / Liu, YunHe / Li, Chuang

Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles

Vonk, Christopher K. / Valdes, Julio R.

Soil Swell Accommodation by Compressible Inclusions

Liu, Yilong / Yang, Tianhong / Cheng, Guanwen / Hou, Xiangang / Zhao, Yong / Ma, Kai / Liu, Feiyue / Jiao, Yuyong

Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining

Sarfaraz, Hassan / Khosravi, Mohammad Hossein / Pipatpongsa, Thirapong

Theoretical and Numerical Analysis of Cohesive-Frictional Backfill against Battered Retaining Wall under Active Translation Mode

Guo, Jiaqi / Zhu, Binzhong / Zhu, Zhengguo / Meng, Changjiang / Ren, Lianwei / Dun, Zhilin

Theoretical Calculation Method of Open-Loop Pressure for Sleeve-Valve Pipe Grouting and Engineering Verification

Huang, Anping / Zhu, Yanpeng / Wang, Long / Ye, Shuaihua / Fang, Guangwen

Three-Dimensional Stability of Unsaturated Soil Slopes Reinforced by Frame Beam Anchor Plates

Bu, Zehua / Zhang, Yichi / Pan, Dongdong / Jin, Qing / Li, Zhaofeng / Xu, Zhenhao

Tidal Effect on Grouting and Blocking of Flowing Water in Karst Fractures: Numerical Implementation and Its Application

Liu, Shiwei / Su, Hui / Zhang, Zhenping / Leng, Xianlun / Qu, Chunlai / Li, Jianhe

Upper Limit Analysis for the Ultimate Bearing Capacity of a Multilayer Slope with Horizontal Stratification

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International Journal of Geomechanics - v. 23, n. 6 (Juni 2023)

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International Journal of Geomechanics - v. 23, n. 6 (Juni 2023)

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.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.