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Dynamic sliding of geosynthetically reinforced soil structures

Varvara Zania , Yiannis Tsompanakis , Prodromos Psarropoulos , I . Tzavara

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URIhttp://purl.tuc.gr/dl/dias/88B31988-1A7A-4E73-B71D-BCB30AE851EF-
Identifierhttps://doi.org/10.4203/ccp.96.219-
Languageen-
TitleDynamic sliding of geosynthetically reinforced soil structuresen
CreatorVarvara Zania en
CreatorYiannis Tsompanakis en
CreatorProdromos Psarropoulos en
CreatorI . Tzavaraen
Content SummaryDuring strong earthquakes one of the main hazards of geosynthetically reinforced soil slopes is the accumulation of permanent deformations. For this purpose, the current study aims at assessing the seismic response of reinforced soil structures, by calculating the seismic displacements via dynamic analyses of simple coupled single degree of freedom (SDOF) models. These models have been successfully applied in seismic slope stability analyses after being properly modified to account for the reinforcement. The impact of the flexibility of the sliding system, the stiffness of the geosynthetic material and the interface shear strength were investigated. The results of the present investigation provide a valuable insight into the sliding response of geosynthetically reinforced embankments. en
Type of ItemΠλήρης Δημοσίευση σε Συνέδριοel
Type of ItemConference Full Paperen
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-08-
Date of Publication2011-
SubjectRegions, Seismically activeen
SubjectSeismic areasen
SubjectSeismic zonesen
SubjectSeismically active regionsen
SubjectZones, Earthquakeen
SubjectZones, Seismicen
Subjectearthquake zonesen
Subjectregions seismically activeen
Subjectseismic areasen
Subjectseismic zonesen
Subjectseismically active regionsen
Subjectzones earthquakeen
Subjectzones seismicen
Bibliographic CitationI. Tzavara ,V. Zania ,Y. Tsompanakis ,P. Psarropoulos ,"Dynamic sliding of geosynthetically reinforced soil structures ", in 2011 Thirteenth Inter.Conf.e on Civil, Struct. and Envir.Engineering Computing .doi :10.4203/ccp.96.219en

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