Study on the Stability of Tunnel in Weak Surrounding Rock Considering Initial Support Parameters and Excavation Method
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1520-7.pdf
Reference33 articles.
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2. Chen Y, Gao M, Li L, Shi S, Zhou Z, Zhang M (2021) Contributory factors and distribution characteristics of asymmetric deformation in deep tunnel. Geotechnical and Geological Engineering 39:1223–1236, DOI: https://doi.org/10.1007/s10706-020-01555-4
3. Do N, Dias D, Oreste P, Djeran-Maigre I (2014) 2d tunnel numerical investigation: The influence of the simplified excavation method on tunnel be-haviour Geotechnical and Geological Engineering 32:43–58, DOI: https://doi.org/10.1007/s10706-013-9690-y
4. Georgiou, D., Kalos A, Kavvadas M (2022) 3D Numerical investigation of face stability in tunnels with unsupported face. Geotechnical and Geological Engineering 40:355–366, DOI: https://doi.org/10.1007/s10706-021-01900-1
5. Heng C, Sun S, Zhang J, Zhou Z (2021) Calculation method of underground passage excavation on interactive effects among pipe-roof, steel bracing and foundation soil. KSCE Journal of Civil Engineering 26:448–459, DOI: https://doi.org/10.1007/s12205-021-0500-4
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