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    Forced Vibration of Full-Scale Wall-Backfill System

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author:
    Ahmed-W. Elgamal
    ,
    Sreenivas Alampalli
    ,
    Paul Van Laak
    DOI: 10.1061/(ASCE)0733-9410(1996)122:10(849)
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale vibration test is conducted to measure the low-amplitude dynamic characteristics of a reinforced concrete cantilever wall-backfill system. Measurements during a frequency sweep are recorded along the wall length. From these measurements, resonant frequencies are identified, along with the corresponding response configurations that depict variation in motion along the wall length. In general, the wall and adjacent backfill zone are observed to move together in-phase. Farther away from the wall, out-of-phase wall-backfill motions are measured at higher resonant frequencies. Finally, retaining systems of uneven height, such as wing walls, are shown clearly to exhibit three-dimensional (3D) seismic response characteristics.
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      Forced Vibration of Full-Scale Wall-Backfill System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/21744
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    • Journal of Geotechnical Engineering

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    contributor authorAhmed-W. Elgamal
    contributor authorSreenivas Alampalli
    contributor authorPaul Van Laak
    date accessioned2017-05-08T20:37:51Z
    date available2017-05-08T20:37:51Z
    date copyrightOctober 1996
    date issued1996
    identifier other%28asce%290733-9410%281996%29122%3A10%28849%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21744
    description abstractA full-scale vibration test is conducted to measure the low-amplitude dynamic characteristics of a reinforced concrete cantilever wall-backfill system. Measurements during a frequency sweep are recorded along the wall length. From these measurements, resonant frequencies are identified, along with the corresponding response configurations that depict variation in motion along the wall length. In general, the wall and adjacent backfill zone are observed to move together in-phase. Farther away from the wall, out-of-phase wall-backfill motions are measured at higher resonant frequencies. Finally, retaining systems of uneven height, such as wing walls, are shown clearly to exhibit three-dimensional (3D) seismic response characteristics.
    publisherAmerican Society of Civil Engineers
    titleForced Vibration of Full-Scale Wall-Backfill System
    typeJournal Paper
    journal volume122
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1996)122:10(849)
    treeJournal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 010
    contenttypeFulltext
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