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    Prediction of Undrained Sinkhole Collapse

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Charles E. Augarde
    ,
    Andrei V. Lyamin
    ,
    Scott W. Sloan
    DOI: 10.1061/(ASCE)1090-0241(2003)129:3(197)
    Publisher: American Society of Civil Engineers
    Abstract: Sinkholes are surface depressions or shafts resulting from the collapse of a submerged cavity in soil. The cavities that lead to sinkholes form as a result of underlying geology in limestone areas, or as a result of human activity such as mining or leakage from a sewer. The formation of sinkholes is often sudden and can lead to extensive damage and loss of life, especially in urban areas. Much of the literature on the subject of sinkhole formation is empirical in nature, often being associated with specific locations. This paper presents the results of a study, using numerical modeling, of the undrained stability of the submerged cavities that lead to sinkhole formation. Finite-element limit analysis techniques (using programs developed at the University of Newcastle) are used to obtain upper and lower bound values of a suitable load parameter, which bracket the exact solution. The results are compared to analytical solutions, both from literature and derived independently.
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      Prediction of Undrained Sinkhole Collapse

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52310
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    contributor authorCharles E. Augarde
    contributor authorAndrei V. Lyamin
    contributor authorScott W. Sloan
    date accessioned2017-05-08T21:27:39Z
    date available2017-05-08T21:27:39Z
    date copyrightMarch 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A3%28197%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52310
    description abstractSinkholes are surface depressions or shafts resulting from the collapse of a submerged cavity in soil. The cavities that lead to sinkholes form as a result of underlying geology in limestone areas, or as a result of human activity such as mining or leakage from a sewer. The formation of sinkholes is often sudden and can lead to extensive damage and loss of life, especially in urban areas. Much of the literature on the subject of sinkhole formation is empirical in nature, often being associated with specific locations. This paper presents the results of a study, using numerical modeling, of the undrained stability of the submerged cavities that lead to sinkhole formation. Finite-element limit analysis techniques (using programs developed at the University of Newcastle) are used to obtain upper and lower bound values of a suitable load parameter, which bracket the exact solution. The results are compared to analytical solutions, both from literature and derived independently.
    publisherAmerican Society of Civil Engineers
    titlePrediction of Undrained Sinkhole Collapse
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:3(197)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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