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    Point Sink Fundamental Solutions for Subsidence Prediction

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Worsak Kanok‐Nukulchai
    ,
    Kam Tim Chau
    DOI: 10.1061/(ASCE)0733-9399(1990)116:5(1176)
    Publisher: American Society of Civil Engineers
    Abstract: Paper presents a point‐sink fundamental solution obtained by the Hankel‐Laplace transform technique. Based on this solution, an approximate solution scheme is developed for land‐subsidence simulation. The mathematical model was then applied to predict the subsidence in Bangkok area due to ground‐water recovery by using the superposition and Duhamel principles. This simplified model is also a useful tool for predicting land subsidence due to other fluid recovery such as oil and gas.
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      Point Sink Fundamental Solutions for Subsidence Prediction

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    https://yetl.yabesh.ir/yetl1/handle/yetl/82475
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    contributor authorWorsak Kanok‐Nukulchai
    contributor authorKam Tim Chau
    date accessioned2017-05-08T22:33:08Z
    date available2017-05-08T22:33:08Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A5%281176%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82475
    description abstractPaper presents a point‐sink fundamental solution obtained by the Hankel‐Laplace transform technique. Based on this solution, an approximate solution scheme is developed for land‐subsidence simulation. The mathematical model was then applied to predict the subsidence in Bangkok area due to ground‐water recovery by using the superposition and Duhamel principles. This simplified model is also a useful tool for predicting land subsidence due to other fluid recovery such as oil and gas.
    publisherAmerican Society of Civil Engineers
    titlePoint Sink Fundamental Solutions for Subsidence Prediction
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:5(1176)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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