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    Coupled Macroelement Model of Soil-Structure Interaction in Deep Foundations

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    Author:
    Changsoon Rha
    ,
    Ertugrul Taciroglu
    DOI: 10.1061/(ASCE)0733-9399(2007)133:12(1326)
    Publisher: American Society of Civil Engineers
    Abstract: The principal objective of this study is the development and calibration of a macroelement model for soil-pile interaction under simultaneously applied lateral and vertical loads. Herein, we focus on cast-in-drilled-hole single piles that are partially or fully embedded in soil, which are frequently used as support structures in highway construction. The model is calibrated and verified using primarily three-dimensional finite-element simulations and, whenever possible, with experimental data obtained from open literature. These data indicate that lateral loads significantly affect the vertical response of single piles, whereas the converse coupling is negligible. The proposed macroelement model is capable of mimicking this phenomenon. As such, it is a computationally efficient alternative to finite-element analyses, and is feasible to be utilized in practical applications.
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      Coupled Macroelement Model of Soil-Structure Interaction in Deep Foundations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86364
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    contributor authorChangsoon Rha
    contributor authorErtugrul Taciroglu
    date accessioned2017-05-08T22:41:05Z
    date available2017-05-08T22:41:05Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290733-9399%282007%29133%3A12%281326%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86364
    description abstractThe principal objective of this study is the development and calibration of a macroelement model for soil-pile interaction under simultaneously applied lateral and vertical loads. Herein, we focus on cast-in-drilled-hole single piles that are partially or fully embedded in soil, which are frequently used as support structures in highway construction. The model is calibrated and verified using primarily three-dimensional finite-element simulations and, whenever possible, with experimental data obtained from open literature. These data indicate that lateral loads significantly affect the vertical response of single piles, whereas the converse coupling is negligible. The proposed macroelement model is capable of mimicking this phenomenon. As such, it is a computationally efficient alternative to finite-element analyses, and is feasible to be utilized in practical applications.
    publisherAmerican Society of Civil Engineers
    titleCoupled Macroelement Model of Soil-Structure Interaction in Deep Foundations
    typeJournal Paper
    journal volume133
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2007)133:12(1326)
    treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    contenttypeFulltext
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