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    La Villita Dam Response during Five Earthquakes including Permanent Deformation

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author:
    Ahmed‐Waeil M. Elgamal
    ,
    Ronald F. Scott
    ,
    Mohamed F. Succarieh
    ,
    Liping Yan
    DOI: 10.1061/(ASCE)0733-9410(1990)116:10(1443)
    Publisher: American Society of Civil Engineers
    Abstract: La Villita is a 60 m high earth and rockfill dam located 350 km southwest of Mexico City, Mexico. Since its construction the dam has been subjected to six major earthquakes, of which five are believed to be responsible for significant localized deformation in the dam. The dynamic response of the dam to these shaking events was recorded by a strong‐motion instrument located near the crest on a portion of the dam, which appears to move as a sliding block. In addition, permanent displacements after each earthquake were recorded and documented. In this investigation, it is found that the strong‐motion records not only indicate localized deformations (partial incremental failure) but also reveal the magnitude of the associated yield acceleration. The present analysis may lead to an increased understanding of the response of structures where stick‐slip‐type deformations take place.
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      La Villita Dam Response during Five Earthquakes including Permanent Deformation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20542
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    contributor authorAhmed‐Waeil M. Elgamal
    contributor authorRonald F. Scott
    contributor authorMohamed F. Succarieh
    contributor authorLiping Yan
    date accessioned2017-05-08T20:35:31Z
    date available2017-05-08T20:35:31Z
    date copyrightOctober 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A10%281443%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20542
    description abstractLa Villita is a 60 m high earth and rockfill dam located 350 km southwest of Mexico City, Mexico. Since its construction the dam has been subjected to six major earthquakes, of which five are believed to be responsible for significant localized deformation in the dam. The dynamic response of the dam to these shaking events was recorded by a strong‐motion instrument located near the crest on a portion of the dam, which appears to move as a sliding block. In addition, permanent displacements after each earthquake were recorded and documented. In this investigation, it is found that the strong‐motion records not only indicate localized deformations (partial incremental failure) but also reveal the magnitude of the associated yield acceleration. The present analysis may lead to an increased understanding of the response of structures where stick‐slip‐type deformations take place.
    publisherAmerican Society of Civil Engineers
    titleLa Villita Dam Response during Five Earthquakes including Permanent Deformation
    typeJournal Paper
    journal volume116
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:10(1443)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    contenttypeFulltext
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