Numerical Simulation of the Shear Mechanical Behavior of Rock Discontinuity During Direct Shear Test with Particle Flow Code

In this paper, the shear mechanical behavior of rock discontinuity during direct shear test was studied by using Particle Flow Code. The feasibility of bond-debonding method and smooth-joint contact method to simulate the shear mechanical behavior of planar discontinuity was analyzed. The random dis...

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Bibliographic Details
Main Authors: Zejin YANG, Changsuo ZHANG, Chenlong WANG
Format: Article
Language:English
Published: Editorial Office of Journal of Taiyuan University of Technology 2021-07-01
Series:Taiyuan Ligong Daxue xuebao
Subjects:
Online Access:https://tyutjournal.tyut.edu.cn/englishpaper/show-429.html