Prediction of the Surrounding Rock Deformation Grade for a High-Speed Railway Tunnel Based on Rough Set Theory and a Cloud Model

Author:

Qiu Daohong,Liu Yang,Xue Yiguo,Su Maoxin,Zhao Ying,Cui Jiuhua,Kong Fanmeng,Li Zhiqiang

Funder

National Natural Science Foundation of China

Central University and Foundation for Basic Research

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

1. Chen HS (2015) Prediction and analysis of displacement and deformation of surrounding rock based on support vector machine. Chongqing Jiaotong University, Chongqing

2. Fu HL, Zhang JB, Huang Z, Shi Y, Wang J, Xing XS (2017) Prediction and analysis of ground displacement and stress caused by the excavation of a shallow-buried shield tunnel in a compound stratum. Modern Tunnel Technol 54(4):97–106

3. Gao CL, Li SC, Wang J, Li LP, Lin P (2018) The risk assessment of tunnels based on grey correlation and entropy weight method. Geotech Geol Eng 36(3):1621–1631

4. Hu J, Wang KK, Dong JH ( 2016) Application of cultural fish swarm optimization support vector machine in deformation prediction of tunnel surrounding rock. Road 3:221–225

5. Kong F, Lu D, Du X, Shen C (2019) Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary. Int J Numer Anal Methods Geomech 43(1):183–211

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