Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record