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    Data Fusion–Based Dynamic Diagnosis for Structural Defects of Shield Tunnel

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 002::page 04021019-1
    Author:
    X. Xie
    ,
    D. M. Zhang
    ,
    H. W. Huang
    ,
    M. L. Zhou
    ,
    S. Lacasse
    ,
    Z. Q. Liu
    DOI: 10.1061/AJRUA6.0001133
    Publisher: ASCE
    Abstract: A shield tunnel may suffer various structural defects during its operational period. Different factors can contribute to defects on site, such as cracks, spalling, leakage, or offset, and a rational understanding of the failure path as a function of these defects is not clear at present. This paper aims to identify the cause of defects in shield tunnels using a new data fusion–based dynamic diagnosis. A literature review indicated that three main causes are abnormal load, installation error, and structure decay. These factors were taken into consideration in the proposed method. Both continuous and discrete Bayesian networks were constructed to integrate different types of data and to develop a reliable explanation for the occurrence of the tunnel defects. With in situ real-time monitoring data, the probability distributions for tunnel deformation and internal force were calculated using a continuous Bayesian network. A dynamic diagnosis of the defects was done by updating the monitoring data nodes and defect information in a discrete Bayesian network. A case study of the diagnosis of defects illustrated the method. Tunnel defect occurrence and the effects of multiple defects and changes in monitoring data had different influences on the diagnostic result. Based on the case study, it was concluded that the data fusion diagnosis method provides an efficient method for engineers to find and quantify the main causes of tunnel defects.
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      Data Fusion–Based Dynamic Diagnosis for Structural Defects of Shield Tunnel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270698
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorX. Xie
    contributor authorD. M. Zhang
    contributor authorH. W. Huang
    contributor authorM. L. Zhou
    contributor authorS. Lacasse
    contributor authorZ. Q. Liu
    date accessioned2022-01-31T23:59:18Z
    date available2022-01-31T23:59:18Z
    date issued6/1/2021
    identifier otherAJRUA6.0001133.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270698
    description abstractA shield tunnel may suffer various structural defects during its operational period. Different factors can contribute to defects on site, such as cracks, spalling, leakage, or offset, and a rational understanding of the failure path as a function of these defects is not clear at present. This paper aims to identify the cause of defects in shield tunnels using a new data fusion–based dynamic diagnosis. A literature review indicated that three main causes are abnormal load, installation error, and structure decay. These factors were taken into consideration in the proposed method. Both continuous and discrete Bayesian networks were constructed to integrate different types of data and to develop a reliable explanation for the occurrence of the tunnel defects. With in situ real-time monitoring data, the probability distributions for tunnel deformation and internal force were calculated using a continuous Bayesian network. A dynamic diagnosis of the defects was done by updating the monitoring data nodes and defect information in a discrete Bayesian network. A case study of the diagnosis of defects illustrated the method. Tunnel defect occurrence and the effects of multiple defects and changes in monitoring data had different influences on the diagnostic result. Based on the case study, it was concluded that the data fusion diagnosis method provides an efficient method for engineers to find and quantify the main causes of tunnel defects.
    publisherASCE
    titleData Fusion–Based Dynamic Diagnosis for Structural Defects of Shield Tunnel
    typeJournal Paper
    journal volume7
    journal issue2
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0001133
    journal fristpage04021019-1
    journal lastpage04021019-11
    page11
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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