Physical and numerical investigation on nonlinear mechanical properties of deep-buried rock tunnel excavation unloading under complicated ground stresses-Reference-Cited by-同舟云学术

Physical and numerical investigation on nonlinear mechanical properties of deep-buried rock tunnel excavation unloading under complicated ground stresses

Published:2023-08 Issue: Volume:138 Page:105197
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Cai Wuqiang^ORCID,Zhu Hehua,Liang Wenhao,Vu BaThao,Wu Wei

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

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3. A New Version of the Generalized Zhang-Zhu Strength Criterion and a Discussion on Its Smoothness and Convexity;Cai;Rock Mech Rock Eng.,2021

4. Three-dimensional stress rotation and control mechanism of deep tunneling incorporating generalized Zhang-Zhu strength-based forward analysis;Cai;Eng Geol.,2022

5. Three-Dimensional Tunnel Face Extrusion and Reinforcement Effects of Underground Excavations in Deep Rock Masses;Cai;Int. J. Rock Mech. Min. Sci.,2022

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