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    Land Subsidence in Arid Terrain: Methodology toward Risk Analysis

    Source: Natural Hazards Review:;2013:;Volume ( 014 ):;issue: 004
    Author:
    Hasan A.
    ,
    Kamal
    ,
    Bilal M.
    ,
    Ayyub
    ,
    Waleed A.
    ,
    Abdullah
    DOI: 10.1061/(ASCE)NH.1527-6996.0000099
    Publisher: American Society of Civil Engineers
    Abstract: Addressing land subsidence requires the identification of root causes, modeling its initiation failure modes, and managing this risk in a cost-effective manner. This paper presents a methodology for quantifying and managing the risk of land subsidence resulting from underground cavities and illustrates this methodology using a case study of a site that was exposed to such a phenomenon in Kuwait. The methodology produces the hazard and risk profiles by computing the probability of sinkhole formation over a selected geographic area based on field data and examining spatial characteristics of the cavities. Developing the methodology required reviewing project plans and relevant reports, defining decision processes relating to land subsidence resulting from underground cavities, examining the spatial characteristics of cavities, performing reliability analysis for a selected failure mode, and performing regression analysis for predicting grout volume needed to fill in cavities. Considering for illustration purposes one of the failure modes without the important effects of the water table resulted in a very small failure probability. Future studies should take into consideration the development of performance functions and limit states for other failure modes, including the effects of the water table. The spatial analysis of cavities confirmed their random layout without any spatial trends or characteristics. A regression model for predicting grout volume as a function of cavity height was developed with statistically significant regression coefficients, a small correlation coefficient, and a low reliability level for prediction.
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      Land Subsidence in Arid Terrain: Methodology toward Risk Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67496
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    contributor authorHasan A.
    contributor authorKamal
    contributor authorBilal M.
    contributor authorAyyub
    contributor authorWaleed A.
    contributor authorAbdullah
    date accessioned2017-05-08T21:57:42Z
    date available2017-05-08T21:57:42Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29nm%2E2153-5477%2E0000034.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67496
    description abstractAddressing land subsidence requires the identification of root causes, modeling its initiation failure modes, and managing this risk in a cost-effective manner. This paper presents a methodology for quantifying and managing the risk of land subsidence resulting from underground cavities and illustrates this methodology using a case study of a site that was exposed to such a phenomenon in Kuwait. The methodology produces the hazard and risk profiles by computing the probability of sinkhole formation over a selected geographic area based on field data and examining spatial characteristics of the cavities. Developing the methodology required reviewing project plans and relevant reports, defining decision processes relating to land subsidence resulting from underground cavities, examining the spatial characteristics of cavities, performing reliability analysis for a selected failure mode, and performing regression analysis for predicting grout volume needed to fill in cavities. Considering for illustration purposes one of the failure modes without the important effects of the water table resulted in a very small failure probability. Future studies should take into consideration the development of performance functions and limit states for other failure modes, including the effects of the water table. The spatial analysis of cavities confirmed their random layout without any spatial trends or characteristics. A regression model for predicting grout volume as a function of cavity height was developed with statistically significant regression coefficients, a small correlation coefficient, and a low reliability level for prediction.
    publisherAmerican Society of Civil Engineers
    titleLand Subsidence in Arid Terrain: Methodology toward Risk Analysis
    typeJournal Paper
    journal volume14
    journal issue4
    journal titleNatural Hazards Review
    identifier doi10.1061/(ASCE)NH.1527-6996.0000099
    treeNatural Hazards Review:;2013:;Volume ( 014 ):;issue: 004
    contenttypeFulltext
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