Control of Large Deformations in Jointed Surrounding Rock Induced by Plastic Flow
Author:
Funder
State Key Laboratory for GeoMechanics and Deep Underground Engineering
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02696-y.pdf
Reference30 articles.
1. Bian K, Liu J, Liu ZP et al (2017) Mechanisms of large deformation in soft rock tunnels: a case study of Huangjiazhai Tunnel. B Eng Geol Environ 78(1):431–444. https://doi.org/10.1007/s10064-017-1155-8
2. CCCC First Highway Survey, Design and Research Institute Co., Ltd (2011) Code for highway engineering geological investigation: JTG C20-2011. China Communications Press, Beijing
3. Chang YB, Cao P, Zhang J et al (2023) Face stability of tunnel in multi-stratum: limit analysis and numerical simulation. Geotech Geol Eng 41:3203–3215. https://doi.org/10.1007/s10706-023-02453-1
4. Chen BP, Gong B, Wang SY et al (2022) Research on zonal disintegration characteristics and failure mechanisms of deep tunnel in jointed rock mass with strength reduction method. Mathematics 10(6):1–20. https://doi.org/10.3390/math10060922
5. Chen ZQ, Yan QX, Zhou ZH et al (2023) Stability analysis and deformation control of tunnel with extremely weak surrounding rocks caused by strike-slip fault activity. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-023-03513-x
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