Seismic response of retaining walls with cohesive backfill: Centrifuge model studies

dc.date.accessioned2020-03-11T20:29:33Z
dc.date.accessioned2022-10-18T22:47:11Z
dc.date.available2020-03-11T20:29:33Z
dc.date.available2022-10-18T22:47:11Z
dc.date.created2020-03-11T20:29:33Z
dc.date.issued2016
dc.identifierhttp://hdl.handle.net/10533/238850
dc.identifier15110017
dc.identifierWOS:000386641800031
dc.identifierno scielo
dc.identifiereid=2-s2.0-84988001479
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/4470189
dc.description.abstractObservations from recent earthquakes show that retaining structures with non-liquefiable backfills perform extremely well; in fact, damage or failures related to seismic earth pressures are rare. The seismic response of a 6-m-high braced basement and a 6-
dc.languageeng
dc.relationhttps://doi.org/10.1016/j.soildyn.2016.09.013
dc.relation10.1016/j.soildyn.2016.09.013
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.titleSeismic response of retaining walls with cohesive backfill: Centrifuge model studies
dc.typeArticulo


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