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International Journal of Geomechanics
EISSN: 1943-5622
ISSN: 1532-3641
Priority: 6
Publisher: American Society of Civil Engineers
Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...
Now showing items 1-10 of 16
Application of the Modified Goodman Model in Soil Nailing
Publisher: American Society of Civil Engineers
Abstract: Soil nailing is an in situ soil reinforcement technique used for enhancing the stability of slopes, retaining walls, and excavations. Nails work predominantly in tension, but may also work in bending and/or shear under ...
Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space
Publisher: American Society of Civil Engineers
Abstract: The strength and dilatancy behaviors of modeled dense rockfill material were systematically investigated through a series of true triaxial compression tests at different minor principal stress and intermediate principal ...
Drained Instability in Loose Granular Material
Publisher: American Society of Civil Engineers
Abstract: The constant shear drained (CSD) test is considered an appropriate test to simulate the instability behavior of soils in slopes under water infiltration conditions or lateral stress relief. However, contradiction of the ...
Advances in Two-Dimensional Discontinuous Deformation Analysis for Rock-Mass Dynamics
Publisher: American Society of Civil Engineers
Abstract: This paper contains a summary of the developments and applications of the two-dimensional discontinuous deformation analysis (DDA2D) method regarding the modeling of rock-mass dynamics problems. Reviews on the control ...
Discussion of “Constitutive Modeling of Loose Sands under Various Stress Paths” by Cheng Chen and Jiasheng Zhang
Publisher: American Society of Civil Engineers
Particle Flow Modeling of Rock Blocks with Nonpersistent Open Joints under Uniaxial Compression
Publisher: American Society of Civil Engineers
Abstract: In this study, numerical simulation of rock blocks with nonpersistent open joints under uniaxial compression was undertaken using the particle flow modeling method. First, the micromechanical parameter values of intact ...
Discussion of “Numerical Study of Slope-Stabilizing Piles in Undrained Clayey Slopes with a Weak Thin Layer” by I-Hsuan Ho
Publisher: American Society of Civil Engineers
Influence of Particle Breakage on Critical State Line of Rockfill Material
Publisher: American Society of Civil Engineers
Abstract: The influences of particle breakage on the position of the critical state line (CSL) were systematically investigated in this paper through a series of large-scale triaxial compression tests on Tacheng rockfill material ...
Erratum for “Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-Sand Mixture” by An Deng and Yang Xiao
Publisher: American Society of Civil Engineers
Formation of a Polymer Thin Wall Using the Level Set Method
Publisher: American Society of Civil Engineers
Abstract: Considering foam’s expansive characteristics and using programming language, the level set method was used to simulate the polymer injection process that forms a thin wall; the influencing factors of the wall formation ...