Analysis of uniaxial compression of rock mass with parallel cracks based on experimental study and PFC2D numerical simulation

In this study, the uniaxial compression test and the numerical simulation of the twodimensional particle flow code (PFC2D) were used to study the mechanical properties and failure laws of rock masses with parallel cracks. The experiment considers the influences of crack length (��º, crack angle (��1...

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Bibliographic Details
Main Authors: Jie Yang, Haijun Chen, Xiong Liangxiao, Zhongyuan Xu, Tao Zhou, Changheng Yang
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-03-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/122726/PDF/art07_corr_int.pdf