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Geotechnical and Geological Engineering
Published in: Geotechnical and Geological Engineering 5/2020

11-04-2020 | Original Paper

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

Authors: Zhengjun Mao, Ning An, Ruting Li, Licheng Xu, Hao Wu

Published in: Geotechnical and Geological Engineering | Issue 5/2020

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Abstract

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.
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Literature
Chen SY, Zhu YP, Li Z, Huang LH, Zhang HL (2014) Analysis of lateral slope stability during construction of a loess tunnel with a large section. Mod Tunn Technol 51(1):82–89
Garain U, Chaudhuri BB (2002) Segmentation of touching characters in printed Devnagari and Bangla scripts using fuzzy, multifactorial analysis. IEEE Trans Syst Man Cybern Part C Appl Rev 32(4):449–459CrossRef
Li SY (2004) Engineering fuzzy mathematics with applications. Harbin Institute of Technology Press, Harbin
Li Q, Han DJ, Tang SM (2007a) Secondary fuzzy comprehensive evaluation of stability of anchored slope. Technol Highw Transp 1:14–17
Li XX, Zhu HH, Cai YC, Ding WQ (2007b) Influence of construction method of the twin tunnel on slope stability. Chin J Undergr Space Eng 3:483–487 + 493
Li YY, Zhang SC, Wen ZJ, Zhao RL, Cao ZG, Lun QZ, Bai JZ (2019) Energy conversion and fragment distribution characteristics of coal sample under uniaxial cyclic loading. J China Coal Soc 44(5):1411–1420
Li A, Liu Y, Dai F, Liu K, Wei MD (2020) Continuum analysis of the structurally controlled displacements for large-scale underground caverns in bedded rock masses. Tunn Undergr Space Technol 97:103288CrossRef
Liang T, Wang H, Pan J, Shen DY (2016) Development and application of software RASlope for highway slope risk assessment. Chin J Geol Hazards Control 27(1):62–70
Ma HM (2003) Discussion on problems of slope disaster and tunnel deformation. Chin J Rock Mech Eng S2:2719–2724
Mikaeil R, Zare Naghadehi M, Sereshki F (2009) Multifactorial fuzzy approach to the penetrability classification of TBM in hard rock conditions. Tunn Undergr Space Technol 24:500–505CrossRef
Qin Z, Fu H, Chen X (2019) A study on altered granite meso-damage mechanisms due to water invasion-water loss cycles. Environ Earth Sci 78:428CrossRef
Ren FQ, Zhu C, He MC (2020) Moment tensor analysis of acoustic emissions for cracking mechanisms during schist strain burst. Rock Mech Rock Eng 53:153–170CrossRef
Shi GC, Yang XJ, Yu HC, Zhu C (2019) Acoustic emission characteristics of creep fracture evolution in double-fracture fine sandstone under uniaxial compression. Eng Fract Mech 210:13–28CrossRef
Tang Y (2018) Study on stability and support measures of side-slope-upward in tunnel section of a shallow buried unsymmetrical pressure tunnel. Chongqing Jiaotong University, Chongqing
The second survey and design institute of the China railways ministry (1995) Tunnel engineering design technical manual. Beijing
Tutmez B, Kahraman S, Gunaydin O (2007) Multifactorial fuzzy approach to the sawability classification of building stones. Constr Build Mater 21:1672–1679CrossRef
Wang J, Cao P, Li JT, Liu YK (2009) Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration. Rock Soil Mech 30(7):2158–2162 + 2167
Wang SS, Gao B, Quan XJ, Qi H (2014a) A study of the surrounding rock stability of bias small-intervaltunnel in different rock strata. Hydrogeol Eng Geol 3:60–65
Wang H, Lin YF, Wu DL, Pan J, Zhao XF, Wang XD (2014b) Fuzzy hierarchy analysis for treatment effect of complex cutting high slope disease. J Eng Geol 22(5):936–943
Wang J, Li SC, Li LP, Lin P, Xu ZH, Gao CL (2019) Attribute recognition model for risk assessment of water inrush. Bull Eng Geol Environ 78:1057–1071CrossRef
Wu HG, Ma HM, Bao GY (2011) Deformation mechanism of tunnel-slope system in shallow tunnels under unsymmetrical pressure. Chin J Geotech Eng 33(S1):516–521
Wu N, Liang ZZ, Zhou JR, Zhang YZ (2020) Energy evolution characteristics of coal specimens with preformed holes under uniaxial compression. Geomech Eng 20(1):55–66
Xiao F, Tong H (2012) A study of the optimization of support measures for the shallow Bias section of the qiliping tunnel. Mod Tunn Technol 49(1):96–99
Xia YY, Zhu RG (1998) Multiperson multilayer fuzzy comprehensive decision making for control plans of unstable slopes. J Nat Disasters 1:62–67
Yang XY, Wu FQ, Su SR (2006) Dynamic construction response of a shallow-buried and unsymmetrical-loaded double-arch tunnel across an ancient landslide. J Eng Geol 3:314–319
Yang L, Han LJ, Wei LY (2013) Numerical analysis of the scheme for the portal excavation of a shallow tunnel in a grade IV rock mass. Mod Tunn Technol 50(1):67–72 + 86
Zare Naghadehi M, Jimenez R, KhaloKakaie R, Jalali SE (2013) A new open-pit mine slope instability index defined using the improved rock engineering systems approach. Int J Rock Mech Min Sci 61:1–14CrossRef
Zeng YJ (2016) Analysis on the stability of the side slope of typical entrance of Bao-Lan line. Northwest University, Kirkland
Zeng S, Hu T, Zhao J, Lin L, Li W (2012) Fuzzy-AHP method based evaluation of accumulation slope stability. J Eng Geol 20(6):926–933
Zhai YC, Cao WG, Wang JY, Zhang YJ (2011) Fuzzy evaluation method of slope stability based on uncertain analytic hierarchy process. Rock Soil Mech 32(S2):539–543
Zhang JT, Zhang HQ, Lai K, Kang D, Guo T (2016) Evaluation of treatment measures for salivative ice flow on slope based on fuzzy comprehensive evaluation method. Highway 61(8):205–211
Zheng MX, Wu MW (2019) Stability analysis of slope at biased tunnel portal section under blasting vibration. J Railw Sci Eng 16(8):2018–2027
Zhou LT, Li HX, Sun KB (2017) Teaching performance evaluation by means of a hierarchical multifactorial evaluation model based on type-2 fuzzy sets. Appl Intell 46(1):34–44CrossRef
Zhu YP, Zhang HL, Li Z, Chen SY (2014) Infiuence of large-section tunnel construction on slope stability. J Lanzhou Univ Technol 40(3):120–125
Metadata
Title
Treatment Effect Analysis on Shallow Buried Bias Slope Section of Tunnel Based on Fuzzy Comprehensive Evaluation
Authors
Zhengjun Mao
Ning An
Ruting Li
Licheng Xu
Hao Wu
Publication date
11-04-2020
Publisher
Springer International Publishing
Published in
Geotechnical and Geological Engineering / Issue 5/2020
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-020-01302-9

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