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contributor authorJia Li
contributor authorJingwei Zhang
contributor authorYuke Wang
contributor authorBo Wang
date accessioned2022-01-30T19:38:13Z
date available2022-01-30T19:38:13Z
date issued2020
identifier other%28ASCE%29GM.1943-5622.0001664.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265692
description abstractPolymer antiseepage walls have advantages over conventional antiseepage walls in terms of environmental protect and construction convenience. Therefore, it is widely applied in seepage-proofing, reinforcement projects in earth dams. Aimed at better understanding the seismic performance of the new polymer antiseepage wall, appropriate research on the seismic behavior and seismic resistance analysis of an earth dam with the new antiseepage wall were conducted by using a centrifuge modeling test and certain verified numerical simulation. For comparison, the earth dam with a conventional concrete antiseepage wall was also included in the research and analysis. The results show the polymer antiseepage wall is superior to the concrete antiseepage wall in terms of acceleration resistance, dynamic stress response, and compatible deformation capacity. During a 0.4g earthquake, the overall seismic performance of an earth dam with a polymer antiseepage wall is also good.
publisherASCE
titleSeismic Response of Earth Dam with Innovative Polymer Antiseepage Wall
typeJournal Paper
journal volume20
journal issue7
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001664
page04020079
treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
contenttypeFulltext


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