International Journal of Geomechanics - v. 22, n. 1 (January 2022)

Published:	January 2022

Author(s)	Title	Page(s)
Jedari, Cyrus / Drumm, Eric C. / Palomino, Angelica M.	Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method
Phuor, Ty / Harahap, Indra S. H. / Ng, Cheng-Yee	Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis
Raeesi, Ramin / Soltani, Amin / Disfani, Mahdi M.	Compressibility Behavior of Soft–Rigid Granular Mixtures Bound with Polyurethane Binder
Moghaddas Tafreshi, Seyed Naser / Zakeri, Reza / Dawson, Andrew Robert / Hegde, Amarnath	Compressive Wave Isolation of Lightweight Equipment Very Close to a Vibration Source Using a Rubber Sheet
Gobbi, Stefania / Santisi d’Avila, Maria Paola / Lenti, Luca / Semblat, Jean-François / Reiffsteck, Philippe	Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures
Das, Shuvankar / Chakraborty, Debarghya	Effect of Soil and Rock Interface Friction on the Bearing Capacity of Strip Footing Placed on Soil Overlying Hoek–Brown Rock Mass
Wang, Jinchao / Xu, Hanhua / Chen, Wei / Wang, Chuanying / Han, Zengqiang	Evaluation Method for Rock Mass Structure Integrity Based on Borehole Multivariate Data
Kang, Peng / Jiaqi, Zhou / Quanle, Zou / Junhui, Mou	Fatigue Deformation Characteristics and Damage Model of Sandstones Subjected to Cyclic Loading: Implications for Fatigue Life Prediction
Pezeshki, A. / Ahmadi, M. M.	In Situ State of Tailing Silts Using a Numerical Model of Piezocone Penetration Test Developed by Norsand Model
Yu, Jun / Zhang, Qiang / Zhang, Shaofeng / Gu, Zhenyuan / Jia, Chaojun	Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw
Zhang, Hao / Liu, Sijie / Sun, Honglei / Cai, Yuanqiang / Geng, Xueyu / Pan, Xiaodong / Deng, Yongfeng	Large-Strain Self-Weight Consolidation of Dredged Sludge
Salih, Ahmed	Multiscale Approaches Including ANN and M5P-Tree with SI and OBJ Assessment Tools to Predict the Shear Thinning of Bentonite Drilling Muds Modified with Clay Nanosize at Various Elevated Temperatures
Garakani, Amir Akbari / Heidari, Bahareh / Mokhtari Jozani, Sahar / Ghasemi-Fare, Omid	Numerical and Analytical Study on Axial Ultimate Bearing Capacity of Fixed-Head Energy Piles in Different Soils
Santos, Luis Manuel Araújo / Venda Oliveira, Paulo José da / Almeida e Sousa, Jorge Nuno Veiga	Numerical Simulation of a Tunnel Built in London Clay Using the MIT-E3 Model
Khan, Mohammad Sadik / Nobahar, Masoud / Stroud, Mike / Ferguson, Sean / Ivoke, John	Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi
Abdollahi, Masood / Vahedifard, Farshid	Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis
Sahoo, Jagdish Prasad / Singh, Avinash Kumar	Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure
Tao, Yuanqin / Sun, Honglei / Cai, Yuanqiang	Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating
Xiao, Yang / Ma, Guoliang / Wu, Huanran / Lu, Huaming / Zaman, Musharraf	Rainfall-Induced Erosion of Biocemented Graded Slopes
Wang, Hongwei / Zentar, Rachid / Wang, Dongxing	Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions
Peng, Wenzhe / Zhao, Minghua / Zhao, Heng / Yang, Chaowei	Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis
Soni, Pawan Kumar / Singh, Arun K. / Sivakumar, N. / Singh, Trilok N.	Shear Rate–Dependent Frictional Properties of a Wet Granular Layer
Mascarenhas, Pedro Victor Serra / Brasil Cavalcante, André Luís	Stochastic Foundation to Solving Transient Unsaturated Flow Problems Using a Fractional Dispersion Term
Wang, Xiangnan / Yu, Jialin / Li, Quanming / Yu, Yuzhen / Lv, He	Study on the Crack Evolution Process and Stress Redistribution near Crack Tip in Soil
Zhang, Shiping / Pak, Ronald Y. S. / Zhang, Junhui	Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings
Keawsawasvong, Suraparb / Shiau, Jim / Ngamkhanong, Chayut / Qui Lai, Van / Thongchom, Chanachai	Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity
Gan, Qiyun / Zhou, Jian / Li, Cunyi / Zhuang, Yanfeng / Wang, Youcheng	Vacuum Preloading Combined with Electroosmotic Dewatering of Dredger Fill Using the Vertical-Layered Power Technology of a Novel Tubular Electrokinetic Geosynthetics: Test and Numerical Simulation

Author(s)

Title

Page(s)

Jedari, Cyrus / Drumm, Eric C. / Palomino, Angelica M.

Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method

Phuor, Ty / Harahap, Indra S. H. / Ng, Cheng-Yee

Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis

Raeesi, Ramin / Soltani, Amin / Disfani, Mahdi M.

Compressibility Behavior of Soft–Rigid Granular Mixtures Bound with Polyurethane Binder

Moghaddas Tafreshi, Seyed Naser / Zakeri, Reza / Dawson, Andrew Robert / Hegde, Amarnath

Compressive Wave Isolation of Lightweight Equipment Very Close to a Vibration Source Using a Rubber Sheet

Gobbi, Stefania / Santisi d’Avila, Maria Paola / Lenti, Luca / Semblat, Jean-François / Reiffsteck, Philippe

Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures

Das, Shuvankar / Chakraborty, Debarghya

Effect of Soil and Rock Interface Friction on the Bearing Capacity of Strip Footing Placed on Soil Overlying Hoek–Brown Rock Mass

Wang, Jinchao / Xu, Hanhua / Chen, Wei / Wang, Chuanying / Han, Zengqiang

Evaluation Method for Rock Mass Structure Integrity Based on Borehole Multivariate Data

Kang, Peng / Jiaqi, Zhou / Quanle, Zou / Junhui, Mou

Fatigue Deformation Characteristics and Damage Model of Sandstones Subjected to Cyclic Loading: Implications for Fatigue Life Prediction

Pezeshki, A. / Ahmadi, M. M.

In Situ State of Tailing Silts Using a Numerical Model of Piezocone Penetration Test Developed by Norsand Model

Yu, Jun / Zhang, Qiang / Zhang, Shaofeng / Gu, Zhenyuan / Jia, Chaojun

Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw

Zhang, Hao / Liu, Sijie / Sun, Honglei / Cai, Yuanqiang / Geng, Xueyu / Pan, Xiaodong / Deng, Yongfeng

Large-Strain Self-Weight Consolidation of Dredged Sludge

Salih, Ahmed

Multiscale Approaches Including ANN and M5P-Tree with SI and OBJ Assessment Tools to Predict the Shear Thinning of Bentonite Drilling Muds Modified with Clay Nanosize at Various Elevated Temperatures

Garakani, Amir Akbari / Heidari, Bahareh / Mokhtari Jozani, Sahar / Ghasemi-Fare, Omid

Numerical and Analytical Study on Axial Ultimate Bearing Capacity of Fixed-Head Energy Piles in Different Soils

Santos, Luis Manuel Araújo / Venda Oliveira, Paulo José da / Almeida e Sousa, Jorge Nuno Veiga

Numerical Simulation of a Tunnel Built in London Clay Using the MIT-E3 Model

Khan, Mohammad Sadik / Nobahar, Masoud / Stroud, Mike / Ferguson, Sean / Ivoke, John

Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi

Abdollahi, Masood / Vahedifard, Farshid

Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis

Sahoo, Jagdish Prasad / Singh, Avinash Kumar

Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure

Tao, Yuanqin / Sun, Honglei / Cai, Yuanqiang

Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating

Xiao, Yang / Ma, Guoliang / Wu, Huanran / Lu, Huaming / Zaman, Musharraf

Rainfall-Induced Erosion of Biocemented Graded Slopes

Wang, Hongwei / Zentar, Rachid / Wang, Dongxing

Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions

Peng, Wenzhe / Zhao, Minghua / Zhao, Heng / Yang, Chaowei

Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis

Soni, Pawan Kumar / Singh, Arun K. / Sivakumar, N. / Singh, Trilok N.

Shear Rate–Dependent Frictional Properties of a Wet Granular Layer

Mascarenhas, Pedro Victor Serra / Brasil Cavalcante, André Luís

Stochastic Foundation to Solving Transient Unsaturated Flow Problems Using a Fractional Dispersion Term

Wang, Xiangnan / Yu, Jialin / Li, Quanming / Yu, Yuzhen / Lv, He

Study on the Crack Evolution Process and Stress Redistribution near Crack Tip in Soil

Zhang, Shiping / Pak, Ronald Y. S. / Zhang, Junhui

Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings

Keawsawasvong, Suraparb / Shiau, Jim / Ngamkhanong, Chayut / Qui Lai, Van / Thongchom, Chanachai

Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity

Gan, Qiyun / Zhou, Jian / Li, Cunyi / Zhuang, Yanfeng / Wang, Youcheng

Vacuum Preloading Combined with Electroosmotic Dewatering of Dredger Fill Using the Vertical-Layered Power Technology of a Novel Tubular Electrokinetic Geosynthetics: Test and Numerical Simulation

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International Journal of Geomechanics - v. 22, n. 1 (January 2022)

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International Journal of Geomechanics - v. 22, n. 1 (January 2022)

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