Risk assessment of loess tunnel collapse during construction based on an attribute recognition model

Author:

Xu ZengguangORCID,Cai Ningguo,Li Xiaofeng,Xian Meiting,Dong Tuanwei

Funder

Joint Foundation of Shaanxi

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference54 articles.

1. Ben YG, Zhou ZX (2013) Treatment plan for the collapse section of a loess tunnel. Railway Const Tech S2:85–86 (in Chinese)

2. Cao C, Xu Z, Chai J, Li Y (2019) Radial fluid flow regime in a single fracture under high hydraulic pressure during shear process. J Hydrol 579:124142. https://doi.org/10.1016/j.jhydrol.2019.124142

3. Cheng QS (1997a) Attribute mathematical model and fuzzy mathematical model for quality assessment application of statistics and management 16(06):19–24 (in Chinese)

4. Cheng QS (1997b) Attribute recognition theoretical model with application. Acta Scicentiarum Naturalum Universitis Pekinesis 33(01):14–22. https://doi.org/10.13209/j.0479-8023.1997.002 (in Chinese)

5. Cheng QS (1997c) Attribute sets and attribute synthetic assessment system. Sys Eng---T & Prac 17(09):2–9 (in Chinese)

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