International Journal of Geomechanics - v. 21, n. 3 (März 2021)

Erschienen:	März 2021

Autor(en)	Titel	Seite(n)
Liu, Martin D. / Likitlersuang, Suched / Horpibulsuk, Suksun / Ngo, Dong Huy	1D Constitutive Model for Expansive Soils	04020260
Shi, Can / Zhao, Chunfa / Yang, Yang / Guo, Yunlong / Zhang, Xu	Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach	04020268
Bouzid, Djillali Amar	Analytical Quantification of Ultimate Resistance for Sand Flowing Horizontally around Monopile: New p-y Curve Formulation	04021007
Zhang, Zhen / Tao, Feng-Juan / Han, Jie / Ye, Guan-Bao / Cheng, Bing-Nan / Xu, Chao	Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading	04020262
Qian, Jiangu / Mu, Linlong / Zhang, Yanjun / Zhang, Yiming	Behavior of a Structured Piled Beam–Slab Foundation for a Wind Turbine under Multidirectional Loads in Sand	04020267
Izadi, Ardavan / Foroutan Kalourazi, Ahmad / Chenari, Reza Jamshidi	Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method	06020043
Cayci, Bayram Tanik / Inel, Mehmet / Ozer, Esra	Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings	04021009
Wan, Zheng / Song, Chenchen / Xue, Songtao / Xie, Liyu	Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay	04021008
Dong, Hangyu / Liu, Xige / Zhu, Wancheng	Experimental and Theoretical Study of Shear Instability of Rock Joints in the Direct Shear Test	04021004
Rathod, Deendayal / Nigitha, D. / Krishnanunni, K. T.	Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads	06021001
Feng, Xia-Ting / Wang, Gang / Zhang, Xiwei / Yang, Chengxiang / Kong, Rui / Zhao, Jun / Xu, Hong	Experimental Method for Direct Shear Tests of Hard Rock under Both Normal Stress and Lateral Stress	04021013
Lai, Han-Jiang / Zheng, Jun-Jie / Cui, Ming-Juan	Improved Analytical Soil Arching Model for the Design of Piled Embankments	04020261
Disfani, Mahdi M. / Mohammadinia, Alireza / Arulrajah, Arul / Horpibulsuk, Suksun / Leong, Melvyn	Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications	04021011
Jing, Hongwen / Yin, Qian / Yang, Shengqi / Chen, Weiqiang	Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone	04021010
Zhang, Zhen / Liu, Jiangting / Ye, Guanbao / Liang, Zhenning / He, Zhiyu	Performance Tests on Pressure-Dispersed Compression Anchors in Cohesive Soils	04021012
Zhou, Shuwei / Zhuang, Xiaoying / Zhou, Jianming / Liu, Fang	Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions	04021006
Mehra, Sagar / Trivedi, Ashutosh	Pile Groups Subjected to Axial and Torsional Loads in Flow-Controlled Geomaterial	04021002
Liu, Kang / Wang, Yanqiao / Huang, Ming / Yuan, Wei-Hai	Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method	04021015
Yang, Haiqing / Liu, Bolong / Wang, Yanqing / Li, Chenchen	Prediction Model for Normal and Flat Wear of Disc Cutters during TBM Tunneling Process	06021002
Chen, Jian-Feng / Gu, Zi-Aang / Rajesh, Sathiyamoorthy / Yu, Song-Bo	Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil	04021003
Raziperchikolaee, Samin / Alvarado, Vladimir / Yin, Shunde	Quantitative Acoustic Emissions Source Mechanisms Analysis of Soft and Competent Rocks through Micromechanics-Seismicity Coupled Modeling	04020269
Song, LaiFu / Xu, Bin / Kong, Xianjing / Zou, Degao / Yu, Xiang / Pang, Rui	Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function	04021001
Fall, Massamba / Gao, Zhengguo / Ndiaye, Becaye Cissokho	Safety Evaluation of Existing Tunnel Nearby Driving Pile Using Two Different Standards	04021014
Tang, Chuxuan / Lu, Zheng / Yao, Hailin / Guo, Shuan / Huang, Xiangqun / Liu, Jie	Semianalytical Solution for Dynamic Responses of Railway Track System on Unsaturated Poroelastic Half-Space Subjected to Moving Trainload	04021016
Shen, Chaomin / Liu, Sihong / Yu, Jidu / Wang, Liujiang	Simple Scale Effect Model for the Volumetric Behavior of Rockfill Materials	04020266
Chen, Yifan / Lin, Hang / Cao, Rihong / Zhang, Chunyang	Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters	04020265
Zhang, Ning / Li, Xu / Wang, Dong	Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections	04021005
Qin, Zhengwen / Wang, Yu / Liu, Xin / Li, Liang	Spatial–Temporal Variation of Soil Sliding Probability in Cohesive Slopes with Spatially Variable Soils	04020263
La Duong, Hai / Chinkulkijniwat, Avirut / Horpibulsuk, Suksun / Do Quang, Thien / Yaowarat, Teerasak	Steady-State Groundwater in Mechanical Stabilized Earth Walls of Various Dimensions with Geocomposite Back Drain Installation	04021017
Wu, Shifan / Li, Bing / Chu, Jian	Stress-Dilatancy Behavior of MICP-Treated Sand	04020264

Autor(en)

Titel

Seite(n)

Liu, Martin D. / Likitlersuang, Suched / Horpibulsuk, Suksun / Ngo, Dong Huy

1D Constitutive Model for Expansive Soils

04020260

Shi, Can / Zhao, Chunfa / Yang, Yang / Guo, Yunlong / Zhang, Xu

Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach

04020268

Bouzid, Djillali Amar

Analytical Quantification of Ultimate Resistance for Sand Flowing Horizontally around Monopile: New p-y Curve Formulation

04021007

Zhang, Zhen / Tao, Feng-Juan / Han, Jie / Ye, Guan-Bao / Cheng, Bing-Nan / Xu, Chao

Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading

04020262

Qian, Jiangu / Mu, Linlong / Zhang, Yanjun / Zhang, Yiming

Behavior of a Structured Piled Beam–Slab Foundation for a Wind Turbine under Multidirectional Loads in Sand

04020267

Izadi, Ardavan / Foroutan Kalourazi, Ahmad / Chenari, Reza Jamshidi

Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method

06020043

Cayci, Bayram Tanik / Inel, Mehmet / Ozer, Esra

Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings

04021009

Wan, Zheng / Song, Chenchen / Xue, Songtao / Xie, Liyu

Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay

04021008

Dong, Hangyu / Liu, Xige / Zhu, Wancheng

Experimental and Theoretical Study of Shear Instability of Rock Joints in the Direct Shear Test

04021004

Rathod, Deendayal / Nigitha, D. / Krishnanunni, K. T.

Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads

06021001

Feng, Xia-Ting / Wang, Gang / Zhang, Xiwei / Yang, Chengxiang / Kong, Rui / Zhao, Jun / Xu, Hong

Experimental Method for Direct Shear Tests of Hard Rock under Both Normal Stress and Lateral Stress

04021013

Lai, Han-Jiang / Zheng, Jun-Jie / Cui, Ming-Juan

Improved Analytical Soil Arching Model for the Design of Piled Embankments

04020261

Disfani, Mahdi M. / Mohammadinia, Alireza / Arulrajah, Arul / Horpibulsuk, Suksun / Leong, Melvyn

Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications

04021011

Jing, Hongwen / Yin, Qian / Yang, Shengqi / Chen, Weiqiang

Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone

04021010

Zhang, Zhen / Liu, Jiangting / Ye, Guanbao / Liang, Zhenning / He, Zhiyu

Performance Tests on Pressure-Dispersed Compression Anchors in Cohesive Soils

04021012

Zhou, Shuwei / Zhuang, Xiaoying / Zhou, Jianming / Liu, Fang

Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions

04021006

Mehra, Sagar / Trivedi, Ashutosh

Pile Groups Subjected to Axial and Torsional Loads in Flow-Controlled Geomaterial

04021002

Liu, Kang / Wang, Yanqiao / Huang, Ming / Yuan, Wei-Hai

Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method

04021015

Yang, Haiqing / Liu, Bolong / Wang, Yanqing / Li, Chenchen

Prediction Model for Normal and Flat Wear of Disc Cutters during TBM Tunneling Process

06021002

Chen, Jian-Feng / Gu, Zi-Aang / Rajesh, Sathiyamoorthy / Yu, Song-Bo

Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil

04021003

Raziperchikolaee, Samin / Alvarado, Vladimir / Yin, Shunde

Quantitative Acoustic Emissions Source Mechanisms Analysis of Soft and Competent Rocks through Micromechanics-Seismicity Coupled Modeling

04020269

Song, LaiFu / Xu, Bin / Kong, Xianjing / Zou, Degao / Yu, Xiang / Pang, Rui

Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function

04021001

Fall, Massamba / Gao, Zhengguo / Ndiaye, Becaye Cissokho

Safety Evaluation of Existing Tunnel Nearby Driving Pile Using Two Different Standards

04021014

Tang, Chuxuan / Lu, Zheng / Yao, Hailin / Guo, Shuan / Huang, Xiangqun / Liu, Jie

Semianalytical Solution for Dynamic Responses of Railway Track System on Unsaturated Poroelastic Half-Space Subjected to Moving Trainload

04021016

Shen, Chaomin / Liu, Sihong / Yu, Jidu / Wang, Liujiang

Simple Scale Effect Model for the Volumetric Behavior of Rockfill Materials

04020266

Chen, Yifan / Lin, Hang / Cao, Rihong / Zhang, Chunyang

Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters

04020265

Zhang, Ning / Li, Xu / Wang, Dong

Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections

04021005

Qin, Zhengwen / Wang, Yu / Liu, Xin / Li, Liang

Spatial–Temporal Variation of Soil Sliding Probability in Cohesive Slopes with Spatially Variable Soils

04020263

La Duong, Hai / Chinkulkijniwat, Avirut / Horpibulsuk, Suksun / Do Quang, Thien / Yaowarat, Teerasak

Steady-State Groundwater in Mechanical Stabilized Earth Walls of Various Dimensions with Geocomposite Back Drain Installation

04021017

Wu, Shifan / Li, Bing / Chu, Jian

Stress-Dilatancy Behavior of MICP-Treated Sand

04020264

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International Journal of Geomechanics - v. 21, n. 3 (März 2021)

Artikel in dieser Ausgabe

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International Journal of Geomechanics - v. 21, n. 3 (März 2021)

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.