Investigation on uncoordinated deformation and failure mechanism and damage modeling of rock mass with weak interlayer zone-Reference-Cited by-同舟云学术

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Investigation on uncoordinated deformation and failure mechanism and damage modeling of rock mass with weak interlayer zone

Published:2024-09 Issue: Volume:163 Page:108563
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Duan Shuqian,Liu Shihao,Xiong Jiecheng,Xu Ding-ping^ORCID,Xu Laibiao,Jiang Xiqing,Zhang Minghuan,Liu Guofeng

Funder

National Natural Science Foundation of China

China Academy of Space Technology

Key Research and Development Program of Hunan Province of China

Henan Province Natural Science Foundation

Publisher

Elsevier BV

Reference64 articles.

1. Microseismicity monitoring and failure mechanism analysis of rock masses with weak interlayer zone in underground intersecting chambers: A case study from the Baihetan Hydropower Station, China;Zhao;Eng Geol.,2018

2. Experimental study on the mechanical characteristics of single-fissure sandstone under triaxial extension;Liu;Rock Mech Rock Eng.,2022

3. A strain-rate cohesive fracture model of rocks based on Lennard-Jones potential;Lin;Eng Fract Mech.,2022

4. An Insight into the Excavation-Induced Stress Paths on Mechanical Response of Weak Interlayer Zone in Underground Cavern Under High Geostress;Duan;Rock Mech Rock Eng.,2021

5. Deformation and stability of a discontinuity-controlled rock slope at Dagangshan hydropower station using three-dimensional discontinuous deformation analysis;Ma;Int. J. Rock Mech. Min. Sci.,2020

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