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    Settlement of Raft Foundations

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    J. Neil Kay
    ,
    Richard L. Cavagnaro
    DOI: 10.1061/(ASCE)0733-9410(1983)109:11(1367)
    Publisher: American Society of Civil Engineers
    Abstract: Recent multistory structures built in the City of Adelaide, South Australia, have frequently been founded on rafts. The authors have measured settlements on three such structures, and on two of the three sufficient exploration and test data were available to permit a review of techniques used for settlement prediction. For two of the projects conventional surveying techniques were used; for the third a borehole extensometer technique developed in the United Kingdom was the primary technique. The extensometer approach was found to be superior from a number of standpoints, including accessibility during construction, convenience of measurement and accuracy of results. An alternative method is proposed for settlement prediction and is demonstrated to be simple, versatile and to give results similar to those obtained from currently used methods that are either more restrictive or more time consuming in their application.
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      Settlement of Raft Foundations

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19284
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    contributor authorJ. Neil Kay
    contributor authorRichard L. Cavagnaro
    date accessioned2017-05-08T20:33:00Z
    date available2017-05-08T20:33:00Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A11%281367%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19284
    description abstractRecent multistory structures built in the City of Adelaide, South Australia, have frequently been founded on rafts. The authors have measured settlements on three such structures, and on two of the three sufficient exploration and test data were available to permit a review of techniques used for settlement prediction. For two of the projects conventional surveying techniques were used; for the third a borehole extensometer technique developed in the United Kingdom was the primary technique. The extensometer approach was found to be superior from a number of standpoints, including accessibility during construction, convenience of measurement and accuracy of results. An alternative method is proposed for settlement prediction and is demonstrated to be simple, versatile and to give results similar to those obtained from currently used methods that are either more restrictive or more time consuming in their application.
    publisherAmerican Society of Civil Engineers
    titleSettlement of Raft Foundations
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:11(1367)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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