Study on Rock Burst Prediction of Deep Buried Tunnel Based on Cusp Catastrophe Theory

Author:

Qiao ChenORCID,Guo Yan-hua,Li Chang-hong

Funder

Key Technologies Research and Development Program

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference17 articles.

1. Cai MF, Kong GY, Jia LH (1997) Energy catastrophe criterion and its application in rock mass system instability[J]. Chin J Eng 04:325–328

2. Fu CH, Chen SH (2008) Study on instability criteria of surrounding rock of underground engineering cavern based on catastrophe theory[J]. Rock Soil Mech 29(1):167–172

3. Gong SK (2018) Study of cusp catastrophe model and criterion for the burst failure of roadway floor[D]. China University of Mining and Technology, Beijing

4. Han KH, Ju JW, Kong H (2019) Functional catastrophe analysis of progressive failures for deep tunnel roof considering variable dilatancy angle and detaching velocity[J]. Rock Mech Rock Eng 52(10):3987–3997

5. Heidarzadeh H, Kamgar R (2020) Evaluation of the importance of gradually releasing stress around excavation regions in soil media and the effect of liners installation time on tunneling[J]. Geotech Geol Eng 38(2):2213–2225

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