Support scheme optimization aimed at the asymmetric deformation of the supported rock in a deep tunnel
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-021-08970-8.pdf
Reference44 articles.
1. Carranza-Torres C (2009) Analytical and numerical study of the mechanics of rockbolt reinforcement around tunnels in rock masses. Rock Mech Rock Eng 42:175–228. https://doi.org/10.1007/s00603-009-0178-2
2. Chen L, Bai S, Yin X (2014) Physical simulation on failure around a circular cavern in hard and brittle rock under high and increasing natural stress conditions. J Eng Mech 140:332–344. https://doi.org/10.1061/(asce)em.1943-7889.0000657
3. Chen S, Wu A, Wang Y, Chen X, Yan R, Ma H (2018) Study on repair control technology of soft surrounding rock roadway and its application. Eng Fail Anal 92:443–455. https://doi.org/10.1016/j.engfailanal.2018.06.006
4. Chen Y, Gao M, Li L, Shi S, Zhou Z, Zhang M (2020) Contributory factors and distribution characteristics of asymmetric deformation in deep tunnel. Geotech Geol Eng. https://doi.org/10.1007/s10706-020-01555-4
5. Chen Y, Li L, Zhou Z, Tu W, Zhu Y, Shang C (2021) Asymmetric deformation characteristics and support scheme design of the surrounding rock in deep roadway. Arab J Geosci 14:556. https://doi.org/10.1007/s12517-021-06837-6
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