Study on Influence of Joint Locations and Hydraulic Coupling Actions on Rock Masses’ Failure Process

Distribution of joints and fissures under hydraulic coupling condition is particularly critical to the stability of surrounding rock masses in underground engineering construction. In this paper, DDARF (Discontinuous Deformation Analysis for Rock Failure) and RFPA (Rock Failure Process Analysis) are...

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Bibliographic Details
Main Authors: Yunjuan Chen, Tao Gao, Fuqiang Yin, Xiaozhi Liu, Jun Wang
Format: Article
Language:English
Published: MDPI AG 2022-05-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/15/11/4024