International Journal of Geomechanics: Recent submissions
Now showing items 3061-3080 of 4049
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Discussion of “Particular Behaviors of Quasi-Plastic Viscous Elastic Model under Consolidation” by Ya-yuan Hu
(American Society of Civil Engineers, 2017) -
Special Issue on Recent Advances in Discontinuous Deformation Modeling in Geomechanics
(American Society of Civil Engineers, 2017) -
Analytical Solution for Reinforced Piled Embankments on Elastoplastic Consolidated Soil
(American Society of Civil Engineers, 2017)The reinforced piled embankment has been widely used in highway and high-speed railway because it is effective in reducing total and differential settlement. This paper presents an analytical solution for estimating the ... -
Closed-Form Solution for Cavity Expansion in Strain-Softening and Undrained Soil Mass Based on the Unified Strength Failure Criterion
(American Society of Civil Engineers, 2017) -
Elastoplastic Solution for Spherical Cavity Expansion in Modified Cam-Clay Soil under Drained Condition
(American Society of Civil Engineers, 2017) -
Discussion of “Behavior of Piles under Different Installation Effects by Physical Modeling” by Mohammad Zarrabi and Abolfazl Eslami
(American Society of Civil Engineers, 2017) -
Discussion of “Simplified Procedure for Coupled Seismic Sliding Movement of Slopes Using Displacement-Based Critical Acceleration” by Yaser Jafarian and Ali Lashgari
(American Society of Civil Engineers, 2017) -
Kinematic Stability of a Two-Stage Slope in Layered Soils
(American Society of Civil Engineers, 2017)This study presents a closed-form solution for kinematic stability of a two-stage slope with a strip footing placed near the slope crest of the layered soil strata. According to the upper-bound theorem of plasticity theory, ... -
Interpretation of Layer Boundaries and Shear Strengths for Stiff-Soft-Stiff Clays Using Cone Penetration Test: LDFE Analyses
(American Society of Civil Engineers, 2017) -
A Newton-CG Augmented Lagrangian-Based Finite-Element Method for Three-Dimensional Restoration of Geological Models
(American Society of Civil Engineers, 2017)In this paper, a Newton conjugate gradient (Newton-CG) augmented Lagrangian-based finite-element method is proposed to solve elastic contact problems without friction. The contact problem is discretized by the finite-element ... -
Three-Dimensional Limit-Equilibrium Stability Analyses of Slopes and Effect of Inclusion of Soil Nails
(American Society of Civil Engineers, 2017)This study undertook stability analysis of nailed soil slopes using the limit-equilibrium method (LEM) and considering a three-dimensional (3D) rigid-body rotational failure mechanism with the assumed slip surface being a ... -
CPTu-Based Model Development and Accuracy Assessment for Shear Strength of Clay
(American Society of Civil Engineers, 2017) -
New Vacuum-Preloading Technique for Ultrasoft-Soil Foundations Using Model Tests
(American Society of Civil Engineers, 2017)The effectiveness of vacuum preloading is a very important aspect of the improvement effect of dredger fill. This study experimentally investigated this issue using four different vacuum-preloading methods with a physical ... -
Performance Evaluation of Long Pipe Roof for Tunneling below Existing Highway Based on Field Tests and Numerical Analysis: Case Study
(American Society of Civil Engineers, 2017) -
Stability Analysis of a Cross-Sea Tunnel Structure under Seepage and a Bidirectional Earthquake
(American Society of Civil Engineers, 2017) -
Deformation-Induced Stability of Earthen Embankment Dams Subjected to Explosive Airblast Loading
(American Society of Civil Engineers, 2017)The purpose of this study was to investigate the deformation-induced stability of earthen embankment dams to explosive airblast loading. This study specifically investigated the effects of close-in explosive airblast loads ... -
Stability Analysis of Geocell-Reinforced Slopes Using the Limit Equilibrium Horizontal Slice Method
(American Society of Civil Engineers, 2017)Given the three-dimensional confinement, the geocell reinforcement can act as a beam that can carry both bending and membrane stresses compared with only the planar membrane effect of planar reinforcement. This study ... -
Seismic Analysis of Twin Tunnels by a Finite/Infinite Element Approach
(American Society of Civil Engineers, 2017) -
Concrete Slab Dynamic Damage Analysis of CFRD Based on Concrete Nonuniformity
(American Society of Civil Engineers, 2017) -
Experimental Study on Loading-Creep Coupling Effect in Rockfill Material
(American Society of Civil Engineers, 2017)