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    Evaluation of Dynamic Experiments on Pile Group

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    Milos Novak
    ,
    Bahaa El Sharnouby
    DOI: 10.1061/(ASCE)0733-9410(1984)110:6(738)
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic experiments with a large group of small closely spaced piles were conducted in the field. The results of the experiments are compared with theoretical predictions made for vertical and horizontal response on the bases of different approaches accounting for the group effects, i.e., pile‐soil‐pile interaction. The theoretical approaches employed include static interaction factors, dynamic interaction factors, and complete dynamic analysis, as well as direct static analysis and the equivalent pier. The comparison with the experiments indicates that dynamic analytical techniques are able to predict the main features of dynamic behavior of pile groups for small strains and that the interaction effects are very significant. The omission of pile‐soil‐pile interaction can make the analysis of pile groups quite unrealistic.
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      Evaluation of Dynamic Experiments on Pile Group

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19591
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    contributor authorMilos Novak
    contributor authorBahaa El Sharnouby
    date accessioned2017-05-08T20:33:41Z
    date available2017-05-08T20:33:41Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A6%28738%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19591
    description abstractDynamic experiments with a large group of small closely spaced piles were conducted in the field. The results of the experiments are compared with theoretical predictions made for vertical and horizontal response on the bases of different approaches accounting for the group effects, i.e., pile‐soil‐pile interaction. The theoretical approaches employed include static interaction factors, dynamic interaction factors, and complete dynamic analysis, as well as direct static analysis and the equivalent pier. The comparison with the experiments indicates that dynamic analytical techniques are able to predict the main features of dynamic behavior of pile groups for small strains and that the interaction effects are very significant. The omission of pile‐soil‐pile interaction can make the analysis of pile groups quite unrealistic.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Dynamic Experiments on Pile Group
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:6(738)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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