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    Settlement due to Diaphragm Wall Construction in Reclaimed Land in Hong Kong

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author:
    C. B. B. Thorley
    ,
    R. A. Forth
    DOI: 10.1061/(ASCE)1090-0241(2002)128:6(473)
    Publisher: American Society of Civil Engineers
    Abstract: For more than two decades diaphragm walling has become commonly used for the construction of deep excavations in Hong Kong. For example, 13 of the main excavations for the Island Line of the Mass Transit Railway (MTR), completed in 1986, adopted diaphragm walls as the principal support to the excavation. Diaphragm walls were particularly appropriate to the MTR construction in over-crowded urban Hong Kong, limiting adverse effects on surrounding buildings and allowing top-down construction methods, thus reducing programming time. Settlement was predicted for buildings on deep foundations (piles), adjacent to deep excavations, and the actual settlement was monitored by conventional surveying techniques. The results indicate that settlement due to diaphragm walling is generally substantial and that preconstruction activities such as ground treatment, drilling, and preboring for wall panels, must be taken into account in any settlement predictions.
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      Settlement due to Diaphragm Wall Construction in Reclaimed Land in Hong Kong

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/52190
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    contributor authorC. B. B. Thorley
    contributor authorR. A. Forth
    date accessioned2017-05-08T21:27:29Z
    date available2017-05-08T21:27:29Z
    date copyrightJune 2002
    date issued2002
    identifier other%28asce%291090-0241%282002%29128%3A6%28473%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52190
    description abstractFor more than two decades diaphragm walling has become commonly used for the construction of deep excavations in Hong Kong. For example, 13 of the main excavations for the Island Line of the Mass Transit Railway (MTR), completed in 1986, adopted diaphragm walls as the principal support to the excavation. Diaphragm walls were particularly appropriate to the MTR construction in over-crowded urban Hong Kong, limiting adverse effects on surrounding buildings and allowing top-down construction methods, thus reducing programming time. Settlement was predicted for buildings on deep foundations (piles), adjacent to deep excavations, and the actual settlement was monitored by conventional surveying techniques. The results indicate that settlement due to diaphragm walling is generally substantial and that preconstruction activities such as ground treatment, drilling, and preboring for wall panels, must be taken into account in any settlement predictions.
    publisherAmerican Society of Civil Engineers
    titleSettlement due to Diaphragm Wall Construction in Reclaimed Land in Hong Kong
    typeJournal Paper
    journal volume128
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2002)128:6(473)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian