Stability Prediction of Surrounding Rock in Tunnel Crossing Fault Zone Based on Cusp Catastrophe Theory
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-2478-1.pdf
Reference16 articles.
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2. Ghildyal CD (1985) Catastrophe theory. Mausam 36(2):191–196, DOI: https://doi.org/10.54302/mausam.v36i2.1838
3. Han KH, Ju JWW, Kong H, Wang MS (2019) Functional catastrophe analysis of progressive failures for deep tunnel roof considering variabledilatancy angle and detaching velocity. Rock Mechanics and Rock Engineering 52(10):3987–3997, DOI: https://doi.org/10.1007/s00603-019-01808-6
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5. Li JW, Zhang MS, Han MX (2011) Judgement method for surrounding rock stability of guanjiao tunnel based on catastrophe theory. Applied Mechanics and Materials 1446(90–93):2307–2312, DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.2307
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