Deformation Control Standards for the Crown Arch of Large Underground Caverns Considering Uneven Deformation
Author:
Funder
Innovative Research Group Project of the National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s00603-023-03597-5.pdf
Reference56 articles.
1. Abdollahipour A, Rahmannejad R (2013) Investigating the effects of lateral stress to vertical stress ratios and caverns shape on the cavern stability and sidewall displacements. Arab J Geosci 6:4811–4819. https://doi.org/10.1007/s12517-012-0698-z
2. Alber M, Heiland J (2001) Investigation of a limestone pillar failure part 1: geology, laboratory testing and numerical modeling. Rock Mech Rock Eng 34:167–186. https://doi.org/10.1007/s006030170007
3. Barton N (2002) Some new Q-value correlations to assist in site characterisation and tunnel design. Int J Rock Mech Min Sci 39:185–216. https://doi.org/10.1016/S1365-1609(02)00011-4
4. China M (2015) Standard for engineering classification of rock mass. China Planning Press, Beijing
5. Coon R, Merritt A (1970) Predicting in situ modulus of deformation using rock quality indexes. ASTM International, West Conshohocken
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