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    Seismic Stability of Soil Retaining Walls Situated on Slope

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author:
    Ching-Chuan Huang
    ,
    Yu-Hong Chen
    DOI: 10.1061/(ASCE)1090-0241(2004)130:1(45)
    Publisher: American Society of Civil Engineers
    Abstract: Many soil retaining walls, which were used to stabilize highway embankments constructed on hillside, were severely damaged during the major earthquake (Chi-Chi earthquake,
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      Seismic Stability of Soil Retaining Walls Situated on Slope

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52412
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    contributor authorChing-Chuan Huang
    contributor authorYu-Hong Chen
    date accessioned2017-05-08T21:27:50Z
    date available2017-05-08T21:27:50Z
    date copyrightJanuary 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A1%2845%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52412
    description abstractMany soil retaining walls, which were used to stabilize highway embankments constructed on hillside, were severely damaged during the major earthquake (Chi-Chi earthquake,
    publisherAmerican Society of Civil Engineers
    titleSeismic Stability of Soil Retaining Walls Situated on Slope
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:1(45)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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