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    Scale Effect of Strip and Circular Footings Resting on Dense Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author:
    Fanyu Zhu
    ,
    Jack I. Clark
    ,
    Ryan Phillips
    DOI: 10.1061/(ASCE)1090-0241(2001)127:7(613)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a research program of strip and circular footings resting on dry dense sand. The scale effect on the bearing capacity and the shape factor
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      Scale Effect of Strip and Circular Footings Resting on Dense Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52062
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    contributor authorFanyu Zhu
    contributor authorJack I. Clark
    contributor authorRyan Phillips
    date accessioned2017-05-08T21:27:16Z
    date available2017-05-08T21:27:16Z
    date copyrightJuly 2001
    date issued2001
    identifier other%28asce%291090-0241%282001%29127%3A7%28613%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52062
    description abstractThis paper presents the results of a research program of strip and circular footings resting on dry dense sand. The scale effect on the bearing capacity and the shape factor
    publisherAmerican Society of Civil Engineers
    titleScale Effect of Strip and Circular Footings Resting on Dense Sand
    typeJournal Paper
    journal volume127
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2001)127:7(613)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    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