Anisotropic failure evaluation and microcracking evolution discrete element simulation of rock discontinuities

Abstract The stability of slopes and tunnels is controlled by rock discontinuities, and the rock discontinuities roughness and the sliding direction play a significant role in shear failure. However, three-dimensional roughness evaluation considering shear directions is scare, and the internal shear...

Full description

Saved in:
Bibliographic Details
Main Authors: Zhi Zheng, Shouxin Li, Benguo He, Chuanqi Zhu, Qiang Zhang, Yaohui Gao, Shengjie Di
Format: Article
Language:English
Published: SpringerOpen 2025-07-01
Series:International Journal of Coal Science & Technology
Subjects:
Online Access:https://doi.org/10.1007/s40789-025-00776-3
Tags: Add Tag
No Tags, Be the first to tag this record!