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    Helical Anchors in Dry and Submerged Sand Subjected to Surcharge

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author:
    Ashraf Ghaly
    ,
    Adel Hanna
    ,
    Gopal Ranjan
    ,
    Mikhail Hanna
    DOI: 10.1061/(ASCE)0733-9410(1991)117:10(1463)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of surcharge and submersion of sand on the uplift performance of a single helical screw anchor is presented. An experimental investigation is conducted on shallow anchors installed in dense dry and submerged sands subjected to a surcharge intensity of 7.35 kN/m
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      Helical Anchors in Dry and Submerged Sand Subjected to Surcharge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20716
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    • Journal of Geotechnical Engineering

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    contributor authorAshraf Ghaly
    contributor authorAdel Hanna
    contributor authorGopal Ranjan
    contributor authorMikhail Hanna
    date accessioned2017-05-08T20:35:52Z
    date available2017-05-08T20:35:52Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A10%281463%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20716
    description abstractThe influence of surcharge and submersion of sand on the uplift performance of a single helical screw anchor is presented. An experimental investigation is conducted on shallow anchors installed in dense dry and submerged sands subjected to a surcharge intensity of 7.35 kN/m
    publisherAmerican Society of Civil Engineers
    titleHelical Anchors in Dry and Submerged Sand Subjected to Surcharge
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:10(1463)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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