Support design method for deep soft-rock tunnels in non-hydrostatic high in-situ stress field
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11771-024-5738-9.pdf
Reference42 articles.
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3. CHEN Shao-jie, FENG Fan, WANG Ya-jun, et al. Tunnel failure in hard rock with multiple weak planes due to excavation unloading of in situ stress [J]. Journal of Central South University, 2020, 27(10): 2864–2882. DOI: https://doi.org/10.1007/s11771-020-4515-7.
4. SI Xue-feng, HUANG Lin-qi, GONG Feng-qiang, et al. Experimental investigation on influence of loading rate on rockburst in deep circular tunnel under true-triaxial stress condition [J]. Journal of Central South University, 2020, 27(10): 2914–2929. DOI: https://doi.org/10.1007/s11771-020-4518-4.
5. CHEN Zi-quan, HE Chuan, XU Guo-wen, et al. A case study on the asymmetric deformation characteristics and mechanical behavior of deep-buried tunnel in phyllite [J]. Rock Mechanics and Rock Engineering, 2019, 52(11): 4527–4545. DOI: https://doi.org/10.1007/s00603-019-01836-2.
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