Macroscopic and microscopic shear failure characteristics of anchored penetrating jointed rock mass

In order to study the shear failure characteristics of anchored jointed rock mass, according to the indoor test and particle flow software PFC2D, the shear behavior and internal meso-crack evolution of the anchored rock mass under different normal stresses and different anchoring angles are analyzed...

Full description

Bibliographic Details
Main Authors: Yang SONG, Yubing ZHAO
Format: Article
Language:zho
Published: Editorial Office of The Chinese Journal of Geological Hazard and Control 2021-02-01
Series:Zhongguo dizhi zaihai yu fangzhi xuebao
Subjects:
Online Access:https://www.zgdzzhyfzxb.com/en/article/doi/10.16031/j.cnki.issn.1003-8035.2021.01.13