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    Effect of Embedment on Foundation‐Soil IMPEDANCES

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    Author:
    Albert N. Lin
    ,
    Paul C. Jennings
    DOI: 10.1061/(ASCE)0733-9399(1984)110:7(1060)
    Publisher: American Society of Civil Engineers
    Abstract: A 10‐ft square, one‐story model structure was subjected to horizontally incident SH‐waves to determine the effect of foundation embedment on the response. Structural and foundation‐soil impedances were calculated from the fundamental resonant frequency and mode shape. The resulting impedance values and embedment factors were then compared to theoretical values. The translatory and rocking impedances for the unembedded case were found to be in agreement with values obtained from analytical formulations. However, the experimentally obtained embedment factors were generally much larger than predicted by theory.
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      Effect of Embedment on Foundation‐Soil IMPEDANCES

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    contributor authorAlbert N. Lin
    contributor authorPaul C. Jennings
    date accessioned2017-05-08T22:10:19Z
    date available2017-05-08T22:10:19Z
    date copyrightJuly 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A7%281060%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72786
    description abstractA 10‐ft square, one‐story model structure was subjected to horizontally incident SH‐waves to determine the effect of foundation embedment on the response. Structural and foundation‐soil impedances were calculated from the fundamental resonant frequency and mode shape. The resulting impedance values and embedment factors were then compared to theoretical values. The translatory and rocking impedances for the unembedded case were found to be in agreement with values obtained from analytical formulations. However, the experimentally obtained embedment factors were generally much larger than predicted by theory.
    publisherAmerican Society of Civil Engineers
    titleEffect of Embedment on Foundation‐Soil IMPEDANCES
    typeJournal Paper
    journal volume110
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:7(1060)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    contenttypeFulltext
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