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    Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author:
    Michael McVay
    ,
    Limin Zhang
    ,
    Thomas Molnit
    ,
    Peter Lai
    DOI: 10.1061/(ASCE)1090-0241(1998)124:10(1016)
    Publisher: American Society of Civil Engineers
    Abstract: An apparatus was developed to load large pile groups (3 × 3 to 7 × 3) founded in sand in the centrifuge laterally. The device consists of a hydraulic jack apparatus to install the piles, strain gauge instrumentation, and a data acquisition system. The instrumentation allowed the determination of both bending moments and shear forces at the head of each pile. Lateral load tests of 3 × 3 to 7 × pile groups were conducted in both loose and medium dense sands. Based on the test results, the pile group interaction effects were investigated. It was found that the
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      Centrifuge Testing of Large Laterally Loaded Pile Groups in Sands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51440
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMichael McVay
    contributor authorLimin Zhang
    contributor authorThomas Molnit
    contributor authorPeter Lai
    date accessioned2017-05-08T21:26:16Z
    date available2017-05-08T21:26:16Z
    date copyrightOctober 1998
    date issued1998
    identifier other%28asce%291090-0241%281998%29124%3A10%281016%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51440
    description abstractAn apparatus was developed to load large pile groups (3 × 3 to 7 × 3) founded in sand in the centrifuge laterally. The device consists of a hydraulic jack apparatus to install the piles, strain gauge instrumentation, and a data acquisition system. The instrumentation allowed the determination of both bending moments and shear forces at the head of each pile. Lateral load tests of 3 × 3 to 7 × pile groups were conducted in both loose and medium dense sands. Based on the test results, the pile group interaction effects were investigated. It was found that the
    publisherAmerican Society of Civil Engineers
    titleCentrifuge Testing of Large Laterally Loaded Pile Groups in Sands
    typeJournal Paper
    journal volume124
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1998)124:10(1016)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    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