Comparative analysis of deformation and failure mechanisms of underground powerhouses on the left and right banks of Baihetan hydropower station-Reference-Cited by-同舟云学术

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Comparative analysis of deformation and failure mechanisms of underground powerhouses on the left and right banks of Baihetan hydropower station

Published:2021-11 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Shi Anchi,Li Congjiang,Hong Wangbing,Lu Gongda,Zhou Jiawen,Li Haibo

Funder

National Natural Science Foundation of China

Sichuan University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Excavation damaged zone division and time-dependency deformation prediction: a case study of excavated rock mass at Xiaowan Hydropower Station;Bao;Eng. Geol.,2020

2. Displacement analysis of tunnel support in soft rock around a shallow highway tunnel at Golovec;Bizjak;Eng. Geol.,2004

3. Influence of faulting on a mine shaft - a case study: Part I - background and instrumentation;Bruneau;Int. J. Rock Mech. Min. Sci.,2003

4. Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries - insight from numerical modeling;Cai;Int. J. Rock Mech. Min. Sci.,2008

5. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations;Cai;Int. J. Rock Mech. Min. Sci.,2004

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2. In-situ comprehensive investigation of deformation mechanism of the rock mass with weak interlayer zone in the Baihetan hydropower station;Tunnelling and Underground Space Technology;2024-06

3. Constitutive modeling of weak interlayer zone subject to unloading stress paths in underground excavation based on modified equivalent plastic work;Engineering Failure Analysis;2024-06

4. Deformation characteristics and damage evolution analysis of weak interlayer zone in fractured underground cavern;Tunnelling and Underground Space Technology;2024-05

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