Mechanical parameter evolutions and deterioration constitutive model for ductile–brittle failure of surrounding rock in high-stress underground engineering-Reference-Cited by-同舟云学术

Mechanical parameter evolutions and deterioration constitutive model for ductile–brittle failure of surrounding rock in high-stress underground engineering

Published:2024-04 Issue: Volume:15 Page:131-152
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Zheng Zhi^ORCID,Li Ronghua,Zhang Qiang^ORCID,Huang Xiaohua,Wang Wei^ORCID,Huang Shuling

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference50 articles.

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4. Seismic distortions of a deep circular tunnel in elastic slightly anisotropic ground;Bobet;Underground Space,2017

5. Underground excavations in rock;Brown,1980

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