Spalling Failure Mechanism of Surrounding Rock in Deep Hard-Rock Tunnels-Reference-Cited by-同舟云学术

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Spalling Failure Mechanism of Surrounding Rock in Deep Hard-Rock Tunnels

Published:2024-08-28 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Wang Ying,Zhang Qinghe^ORCID,Yuan Liang,Wang Xiaorui,Wang Shengtao,Wei Liang

Funder

the National Natural Science Foundation of China

The Anhui Provincial Natural Science Foundation

The University Natural Science Foundation of Anhui Province

Foundation of Joint National-Local Engineering Research Centre for Safe and Precise Coal Mining

The University Synergy Innovation Program of Anhui Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02924-z.pdf

Reference37 articles.

1. Barton N, Shen B (2017) Risk of shear failure and extensional failure around over-stressed excavations in brittle rock. J Rock Mech Geotech Eng 9(2):210–225. https://doi.org/10.1016/j.jrmge.2016.11.004

2. Bruning T, Karakus M, Nguyen GD, Goodchild D (2019) An experimental and theoretical stress-strain-damage correlation procedure for constitutive modelling of granite. Int J Rock Mech Min Sci 116:1–12. https://doi.org/10.1016/j.ijrmms.2019.03.003

3. Cai M (2008) Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—Insight from numerical modeling. Int J Rock Mech Min Sci 45(5):763–772. https://doi.org/10.1016/j.ijrmms.2007.07.026

4. Cowie S, Walton G (2018) The effect of mineralogical parameters on the mechanical properties of granitic rocks. Eng Geol 240:204–225. https://doi.org/10.1016/j.enggeo.2018.04.021

5. Davies IJ (2001) Empirical correction factor for the best estimate of Weibull modulus obtained using linear least squares analysis. J Mater Sci 20(11):997–999. https://doi.org/10.1023/A:1010983602277

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