International Journal of Geomechanics - v. 24, n. 7 (Juli 2024)

Erschienen:	Juli 2024

Autor(en)	Titel	Seite(n)
Li, Tao / Zheng, Kangkang / Peng, Hao / Zhang, Zhongyu / Liu, Bo	Analytical Solution for Pipeline Settlement Law Using Shield Tunnel Excavation Underneath Based on Vlasov–Timoshenko Model Considering Lateral Soil Action
Xu, Haixu / Zhang, Qiang / Wang, Kai / Gu, Jiayu / Jiang, Binsong	Analytical Solutions for the Deflection and Internal Force of a Hard Roof Subjected to a Piecewise Linear Supercharged Load
Li, Jian / Li, Longwei / Li, Shichang / Jiang, Lingfa / Chen, Shanxiong / Yu, Fei / Dai, Zhangjun	Changes in the Stability of a Superhigh-Deposit Slope Considering the Influence of Seepage Erosion
Guo, Jinshuai / Ma, Liqiang / Zong, Deyuan	Creep Damage Evolution Law and Stability Analysis of Remnant Coal Pillars in Longwall Goafs
Liu, Pengfei / Wang, Shuying / Yang, Zhao / Chen, Peishuai / Zhu, Hanbiao / Ji, Fuquan	Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling
Huang, Juehao / Sun, Xuebing / Li, Xiaolong / Gao, Yunlong / Chen, Jian / Fu, Xiaodong / Liu, Shuai	Deformation Behaviors of Saturated Clay under Intermittent Cyclic Loading with Cyclic Confining Pressure
El Ahmad, Mohamad / Najjar, Shadi / Sadek, Salah	Drained Triaxial Response of Natural Clay Reinforced with Natural Hemp Fibers
Tavakoli Mehrjardi, Gholamhosein / Hosseini, Masoud	The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations
Baziar, Mohammad Hassan / Mollahassani Lashkajani, Mohammad Hossein	Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
Li, Xin / Gao, Zhiwei	Evaluation of Three Weight Functions for Nonlocal Regularization of Sand Models
Fiamingo, Angela / Abate, Glenda / Chiaro, Gabriele / Massimino, Maria Rossella	HS-Small Constitutive Model for Innovative Geomaterials: Effectiveness and Limits
Xu, Bin / Liu, Xinrong / Zhou, Xiaohan / Liang, Yue / Cai, Ping / Han, Yafeng / Tu, Yiliang / Deng, Zhiyun / Xie, Yingkun / Huang, Junhui	Investigation of the Dynamic Response Pattern and Instability Mechanism of a Bedding Rock Slope Subjected to Frequent Seismic Loads
Xu, Wang-Qi / Yin, Zhen-Yu / He, Shao-heng / Yang, Na	Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions
Liao, Kang / Wu, Yiping / Miao, Fasheng / Pan, Yutao / Beer, Michael	Quantitative Risk Assessment of Seismically Loaded Slopes in Spatially Variable Soils with Depth-Dependent Strength
Zhao, Jinqiao / Ou, Qiang / Liu, Xuecheng / Zheng, Changjie / Ding, Xuanming	Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation
Gao, Zhiao / Kong, Lingwei / Liu, Bingheng / Xu, Chuanyong / Lin, Huanwen	Shear Properties of Fissured Clay with Different Fissure Orientations under Plane Strain Conditions

Autor(en)

Titel

Seite(n)

Li, Tao / Zheng, Kangkang / Peng, Hao / Zhang, Zhongyu / Liu, Bo

Analytical Solution for Pipeline Settlement Law Using Shield Tunnel Excavation Underneath Based on Vlasov–Timoshenko Model Considering Lateral Soil Action

Xu, Haixu / Zhang, Qiang / Wang, Kai / Gu, Jiayu / Jiang, Binsong

Analytical Solutions for the Deflection and Internal Force of a Hard Roof Subjected to a Piecewise Linear Supercharged Load

Li, Jian / Li, Longwei / Li, Shichang / Jiang, Lingfa / Chen, Shanxiong / Yu, Fei / Dai, Zhangjun

Changes in the Stability of a Superhigh-Deposit Slope Considering the Influence of Seepage Erosion

Guo, Jinshuai / Ma, Liqiang / Zong, Deyuan

Creep Damage Evolution Law and Stability Analysis of Remnant Coal Pillars in Longwall Goafs

Liu, Pengfei / Wang, Shuying / Yang, Zhao / Chen, Peishuai / Zhu, Hanbiao / Ji, Fuquan

Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling

Huang, Juehao / Sun, Xuebing / Li, Xiaolong / Gao, Yunlong / Chen, Jian / Fu, Xiaodong / Liu, Shuai

Deformation Behaviors of Saturated Clay under Intermittent Cyclic Loading with Cyclic Confining Pressure

El Ahmad, Mohamad / Najjar, Shadi / Sadek, Salah

Drained Triaxial Response of Natural Clay Reinforced with Natural Hemp Fibers

Tavakoli Mehrjardi, Gholamhosein / Hosseini, Masoud

The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations

Baziar, Mohammad Hassan / Mollahassani Lashkajani, Mohammad Hossein

Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach

Li, Xin / Gao, Zhiwei

Evaluation of Three Weight Functions for Nonlocal Regularization of Sand Models

Fiamingo, Angela / Abate, Glenda / Chiaro, Gabriele / Massimino, Maria Rossella

HS-Small Constitutive Model for Innovative Geomaterials: Effectiveness and Limits

Xu, Bin / Liu, Xinrong / Zhou, Xiaohan / Liang, Yue / Cai, Ping / Han, Yafeng / Tu, Yiliang / Deng, Zhiyun / Xie, Yingkun / Huang, Junhui

Investigation of the Dynamic Response Pattern and Instability Mechanism of a Bedding Rock Slope Subjected to Frequent Seismic Loads

Xu, Wang-Qi / Yin, Zhen-Yu / He, Shao-heng / Yang, Na

Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions

Liao, Kang / Wu, Yiping / Miao, Fasheng / Pan, Yutao / Beer, Michael

Quantitative Risk Assessment of Seismically Loaded Slopes in Spatially Variable Soils with Depth-Dependent Strength

Zhao, Jinqiao / Ou, Qiang / Liu, Xuecheng / Zheng, Changjie / Ding, Xuanming

Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation

Gao, Zhiao / Kong, Lingwei / Liu, Bingheng / Xu, Chuanyong / Lin, Huanwen

Shear Properties of Fissured Clay with Different Fissure Orientations under Plane Strain Conditions

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International Journal of Geomechanics - v. 24, n. 7 (Juli 2024)

Artikel in dieser Ausgabe

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International Journal of Geomechanics - v. 24, n. 7 (Juli 2024)

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.