Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress-Reference-Cited by-同舟云学术

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Mechanism of excavation-induced cracking of the protective layer of a rock bench in a large underground powerhouse under high tectonic stress

Published:2023-01 Issue: Volume:312 Page:106951
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Xia Yuelin,Feng Xia-Ting,Yang Chengxiang,Li Shaojun,Xu Dingping,Jiang Quan,Kong Rui,Li Yonghong,Li Zhiguo

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. The Äspö pillar stability experiment: Part II—rock mass response to coupled excavation-induced and thermal-induced stresses;Andersson;Int. J. Rock Mech. Min. Sci.,2009

2. True triaxial experimental investigation of rock response around the Mine-by tunnel under an in situ 3D stress path;Bai;Rock Mech. Rock. Eng.,2019

3. Influence of stress path on tunnel excavation response - Numerical tool selection and modeling strategy;Cai;Tunn. Undergr. Space Technol.,2008

4. Experimental investigation on the crack propagation behaviors of sandstone under different loading and unloading conditions;Chen;Int. J. Rock Mech. Min. Sci.,2020

5. Numerical modelling of three-dimension stress rotation ahead of an advancing tunnel face;Eberhardt;Int. J. Rock Mech. Min. Sci.,2001

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1. Probabilistic evaluation method for the stability of large underground cavern considering the uncertainty of rock mass mechanical parameters: A case study of Baihetan underground powerhouse project;Engineering Geology;2024-10

2. Numerical simulation on the dynamic mechanical response and fracture mechanism of rocks containing a single hole;International Journal of Coal Science & Technology;2024-07-19

3. Damage assessment of High-Stress brittle surrounding rock masses in a deep Large-Span High-Sidewall underground Cavern: In situ measurement and numerical simulation;Engineering Failure Analysis;2024-07

4. Excavation response and reinforcement practice of large underground caverns within high-stress hard rock masses: The case of Shuangjiangkou hydropower Station, China;Tunnelling and Underground Space Technology;2024-05

5. Grain-based modeling study of time-dependent mechanical behavior of brittle rocks in deep underground caverns based on the stress corrosion model;Engineering Analysis with Boundary Elements;2024-05

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