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    Numerical Investigation of the Scouring Effect on the Lateral Response of Piles in Sand

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 003
    Author:
    Sheng-Huoo Ni
    ,
    Yan-Hong Huang
    ,
    Kuo-Feng Lo
    DOI: 10.1061/(ASCE)CF.1943-5509.0000224
    Publisher: American Society of Civil Engineers
    Abstract: Scouring around a bridge foundation is a problem of much concern to civil engineers. The main purpose of this paper is to gain more understanding of the effect of scouring around the pile on the lateral capacity of the piles embedded in sandy soil. Factors such as soil stiffness, pile head fixity, and pile slenderness ratio (
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      Numerical Investigation of the Scouring Effect on the Lateral Response of Piles in Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57815
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    contributor authorSheng-Huoo Ni
    contributor authorYan-Hong Huang
    contributor authorKuo-Feng Lo
    date accessioned2017-05-08T21:37:31Z
    date available2017-05-08T21:37:31Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29cf%2E1943-5509%2E0000227.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57815
    description abstractScouring around a bridge foundation is a problem of much concern to civil engineers. The main purpose of this paper is to gain more understanding of the effect of scouring around the pile on the lateral capacity of the piles embedded in sandy soil. Factors such as soil stiffness, pile head fixity, and pile slenderness ratio (
    publisherAmerican Society of Civil Engineers
    titleNumerical Investigation of the Scouring Effect on the Lateral Response of Piles in Sand
    typeJournal Paper
    journal volume26
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000224
    treeJournal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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