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    Performance of Long-Driven <i>H</i>-Piles in Granitic Saprolite

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author:
    Arthur K. So
    ,
    Charles W. Ng
    DOI: 10.1061/(ASCE)1090-0241(2009)135:2(246)
    Publisher: American Society of Civil Engineers
    Abstract: There has been much advancement using conceptual models and analytical methods to explain various aspects of pile performance. They are mainly based on the findings of model tests and full-scale pile tests in fine-grained and coarse-grained soils, and driven piles on land are normally less than
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      Performance of Long-Driven <i>H</i>-Piles in Granitic Saprolite

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53460
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    contributor authorArthur K. So
    contributor authorCharles W. Ng
    date accessioned2017-05-08T21:29:25Z
    date available2017-05-08T21:29:25Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%291090-0241%282009%29135%3A2%28246%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53460
    description abstractThere has been much advancement using conceptual models and analytical methods to explain various aspects of pile performance. They are mainly based on the findings of model tests and full-scale pile tests in fine-grained and coarse-grained soils, and driven piles on land are normally less than
    publisherAmerican Society of Civil Engineers
    titlePerformance of Long-Driven H-Piles in Granitic Saprolite
    typeJournal Paper
    journal volume135
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2009)135:2(246)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 002
    contenttypeFulltext
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