Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1670-1679.doi: 10.16285/j.rsm.2019.0519

• Geotechnical Engineering • Previous Articles     Next Articles

Evaluation of collapse possibility of deep foundation pits in metro stations based on multi-state fuzzy Bayesian networks

WANG Cheng-tang1, 2, WANG Hao1, QIN Wei-min1, ZHONG Guo-qiang3, CHEN Wu1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Shandong Provincial Communication Planning and Design Institute, Jinan, Shandong 250031, China
  • Received:2019-03-14 Revised:2019-09-09 Online:2020-05-11 Published:2020-07-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41672314, 41472288) and the Key R & D Program of China (2017YFC1501304).

Abstract: Many construction risk factors and frequent collapse accidents are associated with deep foundation pits in metro stations, and there are limitations for the traditional methods to conduct risk analysis of such complex systems with multiple states. In this study, a method for evaluation of collapse possibility of deep foundation pit collapse based on multi-state fuzzy Bayesian network is proposed. The multi-state Bayesian network model was constructed via fault tree transformation, and fuzzy numbers were used to describe the fault state and the failure rate of root nodes, which overcomes the problem that the traditional methods cannot consider the influence of intermediate fault states and are difficult to obtain the accurate failure rate. Based on the forward reasoning of Bayesian network, the risk probability of foundation pit collapse can be calculated in two different ways including the fuzzy probability of root nodes and the actual fault state in construction. As a result, a real-time dynamic risk analysis during foundation pit construction can be achieved. Furthermore, the key risk factors can be identified for the guidance of risk control according to the sensitivity analysis results. In addition, the posterior probability of each root node can be obtained by backward reasoning to carry out fault diagnosis and further predict the system state. Two case studies show that the proposed method can scientifically and reasonably evaluate the collapse risk of foundation pit and determine the key risk factors, which can be used as a decision-making tool for safety risk management of foundation pit construction.

Key words: metro station, deep foundation pit, fuzzy Bayesian networks, multi-state system, collapse possibility, fuzzy failure rate

CLC Number: 

  • TU 470
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[2] CHEN Wu, ZHANG Guo-hua, WANG Hao, ZHONG Guo-qiang, WANG Cheng-tang, . Evaluation of possibility of tunnel collapse by drilling and blasting method based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(S1): 319-328.
[3] LIU Nian-wu, CHEN Yi-tian, GONG Xiao-nan, YU Ji-tao, . Analysis of deformation characteristics of foundation pit of metro station and adjacent buildings induced by deep excavation in soft soil [J]. Rock and Soil Mechanics, 2019, 40(4): 1515-1525.
[4] ZHONG Guo-qiang, WANG Hao, KONG Li, WANG Cheng-tang, . Evaluation of the possibility of foundation pit collapse with " diaphragm wall+ support" based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(4): 1569-1576.
[5] LI Lian-xiang, LIU Jia-dian, LI Ke-jin, HUANG Heng-li, JI Xiang-kai, . Study of parameters selection and applicability of HSS model in typical stratum of Jinan [J]. Rock and Soil Mechanics, 2019, 40(10): 4021-4029.
[6] ZHENG Gang, ZHANG Tao, CHENG Xue-song, DIAO Yu, . Statistical analysis of measured data of center post upheaval in metro station excavations in Tianjin [J]. , 2017, 38(S1): 387-394.
[7] ZENG Chao-feng, XUE Xiu-li, ZHENG Gang,. Effect of soil permeability on wall deflection during pre-excavation dewatering in soft ground [J]. , 2017, 38(10): 3039-3047.
[8] ZHUANG Hai-yang, ZHANG Yan-shu, XUE Xu-chao, XU Ye,. Deformation characteristics of narrow-long deep foundation pit for subway station in soft ground and compared with existing statistical results [J]. , 2016, 37(S2): 561-570.
[9] ZHANG Ge, MAO Hai-he. A new system stiffness of retaining structure of deep foundation pit in soft soil area [J]. , 2016, 37(5): 1467-1474.
[10] CHEN Kun,YAN Shu-wang,SUN Li-qiang,WANG Ya-wen,. Analysis of deformation of deep foundation pit under excavation unloading condition [J]. , 2016, 37(4): 1075-1082.
[11] WANG Jian-hua,LI Jiang-teng,LIAO Jun, . Several issues on the soil nailing wall combined with row piles in bracing the deep foundation pits of open cut tunnel [J]. , 2016, 37(4): 1109-1117.
[12] KANG Zhi-jun , TAN Yong , LI Xiang , WEI Bin , XU Chang-Jie,. Influences of depth of maximum lateral deflection of excavation support on adjacent environment [J]. , 2016, 37(10): 2909-2914.
[13] LI Dong, ZHANG Qi-chang, JIN Gang, WANG Jing. Analytical solution of earth pressure on supporting structure of deep foundation pit considering arching effects [J]. , 2015, 36(S2): 401-405.
[14] DING Zhi, WANG Da, WANG Jin-yan, WEI Xin-jiang. Deformation characteristics of Zhejiang soft soil deep foundation pits and their predictive analysis [J]. , 2015, 36(S1): 506-512.
[15] XU Bang-shu , DING Wang-tao , LIU Lin-jun , YAN Qin , CHEN Cheng,. Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings [J]. , 2014, 35(S2): 619-625.
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[5] HU Wei, HUANG Yi, LIU Zeng-rong. Testing and theoretical study of undrained shearing strength of saturated loess under cyclic loading[J]. , 2009, 30(10): 2996 -3000 .
[6] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
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[8] CHEN Zhong-xue, WANG Ren, HU Ming-jian, WEI Hou-zhen, WANG Xin-zhi. Study of internal factors for debris flow occurrence in Jianjia Ravine, Dongchun of Yunnan[J]. , 2009, 30(10): 3053 -3056 .
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