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    Analyses of Dam Failures in 1985 Chilean Earthquake

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author:
    Pedro A. De Alba
    ,
    H. Bolton Seed
    ,
    Eugenio Retamal
    ,
    Raymond B. Seed
    DOI: 10.1061/(ASCE)0733-9410(1988)114:12(1414)
    Publisher: American Society of Civil Engineers
    Abstract: During the Central Chile earthquake of 1985, two small dams suffered substantial embankment deformations indicating liquefaction and major strength loss in the embankment or foundation soils. However, the configuration of the embankments after failure suggested that the soil had retained a small but significant residual strength after initial liquefaction
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      Analyses of Dam Failures in 1985 Chilean Earthquake

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/20226
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    contributor authorPedro A. De Alba
    contributor authorH. Bolton Seed
    contributor authorEugenio Retamal
    contributor authorRaymond B. Seed
    date accessioned2017-05-08T20:34:54Z
    date available2017-05-08T20:34:54Z
    date copyrightDecember 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A12%281414%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20226
    description abstractDuring the Central Chile earthquake of 1985, two small dams suffered substantial embankment deformations indicating liquefaction and major strength loss in the embankment or foundation soils. However, the configuration of the embankments after failure suggested that the soil had retained a small but significant residual strength after initial liquefaction
    publisherAmerican Society of Civil Engineers
    titleAnalyses of Dam Failures in 1985 Chilean Earthquake
    typeJournal Paper
    journal volume114
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:12(1414)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 012
    contenttypeFulltext
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