Treatment Effect Analysis on Shallow Buried Bias Slope Section of Tunnel Based on Fuzzy Comprehensive Evaluation

被引:6
作者
Mao, Zhengjun [1 ,2 ,3 ,4 ]
An, Ning [1 ]
Li, Ruting [5 ]
Xu, Licheng [5 ]
Wu, Hao [4 ,6 ]
机构
[1] Xian Univ Sci & Technol, Sch Geol & Environm, Xian 710054, Peoples R China
[2] Shaanxi Prov Key Lab Geol Support Coal Green Expl, Xian 710054, Peoples R China
[3] Xian Univ Sci & Technol, Geol Res Inst Coal Green Min, Xian 710054, Peoples R China
[4] Changan Univ, Shaanxi Prov Major Lab Highway Bridge & Tunnel, Xian 710054, Peoples R China
[5] Guangzhou Highway Geotech Design Co Ltd, Guangzhou 511430, Peoples R China
[6] Changan Univ, Sch Highway, Xian 710054, Peoples R China
关键词
Slope engineering; Treatment effect; Shallow buried tunnel; Fuzzy comprehensive evaluation; Analytic hierarchy process; EVOLUTION; MODEL;
D O I
10.1007/s10706-020-01302-9
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
There is a close interaction relationship between tunnel unsymmetrical loading section and lateral slope, and tunnels and lateral slope should be analyzed synthetically as a synergetic system, thus providing more accurate theoretical basis for taking reasonable and protective measures in practical engineering. This paper is based on treatment project of shallow buried bias section slope of the Niubi Mountain tunnel. Considering the synergetic effect of tunnel and slope, the tunnel engineering index was added into the index system, and the evaluation model system for the treatment effect of shallow buried bias slope section of tunnels was established. According to the index system, the fuzzy comprehensive evaluation model for treatment effect of shallow buried bias slope section of tunnel is established by analytic hierarchy process. The model for fuzzy comprehensive evaluation is used to evaluate the treatment effect of Shallow Buried Bias Slope Section of Niubi Mountain Tunnel and five other similar cases. The evaluation results are consistent with the actual engineering results. Supported by a limited number of samples, the practicability of the proposed model is proved. The model of fuzzy comprehensive evaluation of treatment effect of shallow buried bias slope section of tunnel can be used in similar projects. It can help engineers make decisions during construction.
引用
收藏
页码:4463 / 4477
页数:15
相关论文
共 35 条
[1]  
Chen S, 2014, MODERN TUNNELLING TE, V51, P82
[2]   Segmentation of touching characters in printed Devnagari and Bangla scripts using fuzzy, multifactorial analysis [J].
Garain, U ;
Chaudhuri, BB .
IEEE TRANSACTIONS ON SYSTEMS MAN AND CYBERNETICS PART C-APPLICATIONS AND REVIEWS, 2002, 32 (04) :449-459
[3]   Modeling study on the influence of the strip filling mining sequence on mining-induced failure [J].
Jiang, Ning ;
Wang, Changxiang ;
Pan, Haiyang ;
Yin, Dawei ;
Ma, Junbiao .
ENERGY SCIENCE & ENGINEERING, 2020, 8 (06) :2239-2255
[4]   Continuum analysis of the structurally controlled displacements for large-scale underground caverns in bedded rock masses [J].
Li, Ang ;
Liu, Yi ;
Dai, Feng ;
Liu, Ke ;
Wei, Mingdong .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 97 (97)
[5]  
Li S.Y., 2004, ENG FUZZY MATH APPL
[6]  
Li XX, 2007, CHIN J UNDERGR SPACE, V3, P483
[7]  
[李杨杨 Li Yangyang], 2019, [煤炭学报, Journal of China Coal Society], V44, P1411
[8]  
[梁涛 Liang Tao], 2016, [中国地质灾害与防治学报, The Chinese Journal of Geological Hazard and Control], V27, P62
[9]  
Ma H.M., 2003, Chin. J. Rock Mech. Eng, V22, P2719
[10]   Multifactorial fuzzy approach to the penetrability classification of TBM in hard rock conditions [J].
Mikaeil, Reza ;
Naghadehi, Masoud Zare ;
Sereshki, Farhang .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2009, 24 (05) :500-505