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    Detection of Stationary Markovian Zones in a Geologically Heterogeneous Area

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 004
    Author:
    Xiao-Hui Qi
    ,
    Wan-Huan Zhou
    ,
    Ka-Veng Yuen
    DOI: 10.1061/AJRUA6.0000930
    Publisher: American Society of Civil Engineers
    Abstract: The stationary Markov process model is widely used to predict the geological conditions in tunnel excavation projects. However, the validity of the stationary assumption made in the model is questionable. The prediction error caused by the assumption has not been investigated in previous studies. In this study, the significance of a stationary Markovian zone detection is evaluated by comparing the predicted geological conditions with the real soil layer distributions in boreholes. A new method is proposed to detect the stationary Markovian zones in a tunnel-covered area. Borehole data from Perth, Australia are collected to illustrate the significance of the stationary Markovian zone detection and the effectiveness of the proposed method. The results show that the stationary assumption leads to considerable errors in the predicted number, location, and thickness of soil layers. The proposed method is robust with respect to the starting point of a detection.
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      Detection of Stationary Markovian Zones in a Geologically Heterogeneous Area

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239140
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorXiao-Hui Qi
    contributor authorWan-Huan Zhou
    contributor authorKa-Veng Yuen
    date accessioned2017-12-16T09:08:40Z
    date available2017-12-16T09:08:40Z
    date issued2017
    identifier otherAJRUA6.0000930.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239140
    description abstractThe stationary Markov process model is widely used to predict the geological conditions in tunnel excavation projects. However, the validity of the stationary assumption made in the model is questionable. The prediction error caused by the assumption has not been investigated in previous studies. In this study, the significance of a stationary Markovian zone detection is evaluated by comparing the predicted geological conditions with the real soil layer distributions in boreholes. A new method is proposed to detect the stationary Markovian zones in a tunnel-covered area. Borehole data from Perth, Australia are collected to illustrate the significance of the stationary Markovian zone detection and the effectiveness of the proposed method. The results show that the stationary assumption leads to considerable errors in the predicted number, location, and thickness of soil layers. The proposed method is robust with respect to the starting point of a detection.
    publisherAmerican Society of Civil Engineers
    titleDetection of Stationary Markovian Zones in a Geologically Heterogeneous Area
    typeJournal Paper
    journal volume3
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000930
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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