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dc.contributor.authorPedro A. De Alba
dc.contributor.authorH. Bolton Seed
dc.contributor.authorEugenio Retamal
dc.contributor.authorRaymond B. Seed
dc.date.accessioned2017-05-08T20:34:54Z
dc.date.available2017-05-08T20:34:54Z
dc.date.copyrightDecember 1988
dc.date.issued1988
dc.identifier.other%28asce%290733-9410%281988%29114%3A12%281414%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/20226
dc.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
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalyses of Dam Failures in 1985 Chilean Earthquake
dc.typeJournal Paper
dc.journal.volume114
dc.journal.issue12
dc.journal.titleJournal of Geotechnical Engineering
dc.identifier.doi10.1061/(ASCE)0733-9410(1988)114:12(1414)
dc.treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 012
dc.contenttypeFulltext


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