Fracturing and Energy Evolution of Rock Around Prefabricated Rectangular and Circular Tunnels Under Shearing Load: A Comparative Analysis-Reference-Cited by-同舟云学术

Fracturing and Energy Evolution of Rock Around Prefabricated Rectangular and Circular Tunnels Under Shearing Load: A Comparative Analysis

Published:2023-09-15 Issue:12 Volume:56 Page:9057-9084
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Xin Jie,Jiang Quan^ORCID,Li Shaojun,Chen Pengfei,Zhao Herui

Funder

National Natural Science Foundation of China

Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-023-03532-8.pdf

Reference81 articles.

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2. Aydin A (2009) The ISRM suggested methods for rock characterization, testing and monitoring: 2007–2014. Int J Rock Mech Min Sci 46:627–634

3. Bahaaddini M (2017) Effect of boundary condition on the shear behaviour of rock joints in the direct shear test. Rock Mech Rock Eng 50:1141–1155

4. Bieniawski Z (1967) Mechanism of brittle fracture of rock: part I—theory of the fracture process. Int J Rock Mech Min Sci Geomech Abstr 4:395–406

5. Brady B, Rowell G (1986) Laboratory investigation of the electrodynamics of rock fracture. Nature 321:488–492

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