The Floor Heave Mechanism of a Deep Clastic Rock Tunnel in Southwest China: An Experimental Study Based on Excavation Stress Paths
Author:
Funder
the 111Project
Liaoning Revitalization Talents Program
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s00603-024-03820-x.pdf
Reference33 articles.
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2. Bian K, Liu J, Liu ZP, Liu SG, Ai F, Zheng XQ, Ni SH, Zhang W (2019) Mechanisms of large deformation in soft rock tunnels: a case study of Huangjiazhai Tunnel. B Eng Geol Environ 78:431–444
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 45:763–772
4. Du M, Wang X, Zhang Y, Li L, Zhang P (2020) In-situ monitoring and analysis of tunnel floor heave process. Eng Fail Anal 109:104323
5. Du M, Liu X, Wang Y, Huang H, Zhu Z, Zhang Y, Wang X (2023) Crack propagation mechanism of inverted arches in large cross-section tunnels. Eng Fail Anal 152:107514
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