Grain-based modeling study of time-dependent mechanical behavior of brittle rocks in deep underground caverns based on the stress corrosion model-Reference-Cited by-同舟云学术

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Grain-based modeling study of time-dependent mechanical behavior of brittle rocks in deep underground caverns based on the stress corrosion model

Published:2024-05 Issue: Volume:162 Page:117-130
ISSN:0955-7997
Container-title:Engineering Analysis with Boundary Elements
language:en
Short-container-title:Engineering Analysis with Boundary Elements

Author:

Huang Shu-ling,Ding Xiu-li,Lv Quan-gang,Liu Xiu-yang,Xu Ding-ping^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference38 articles.

1. Rock mechanics contributions to recent hydroelectric developments in China;Feng;J Rock Mech Geotech Eng,2019

2. Estimation of the three-dimensional in situ stress field around a large deep underground cavern group near a valley;Xu;J Rock Mech Geotech Eng,2021

3. An insight into the mechanical and fracture characterization of minerals and mineral interfaces in granite using nanoindentation and micro X-ray computed tomography;Liu;Rock Mech Rock Eng,2023

4. Deformation and failure analyses of large underground caverns during construction of the Houziyan Hydropower Station, Southwest China;Li;Eng Fail Anal,2017

5. Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress;Xia;Eng Geol,2023

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