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dc.creatorSepúlveda, Alejandro
dc.creatorMercado, Vicente
dc.creatorEl-Sekelly, Waleed
dc.date.accessioned2021-03-09T21:51:47Z
dc.date.available2021-03-09T21:51:47Z
dc.date.issued2020
dc.identifier.urihttps://hdl.handle.net/11323/7970
dc.description.abstractThis paper implements an identification technique to characterize the pore pressure behavior of a fully instrumented wildlife site located in the Imperial Valley of Southern California. A 12-year seismic history of the site was analyzed. The technique estimates shear stresses and strains based on acceleration and pore pressure recorded using a vertical array of sensors in the deposit. A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil based on the recorded response of all seismic events. The relationship between the maximum acceleration and pore pressure ratio was analyzed, as well as the relationship between the maximum acceleration and a parameter controlling the contraction of the soil. It was found that the seismic history of the deposits affects the contractive tendency of the material, which significantly influences the pore pressure response of the deposit.spa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherCorporación Universidad de la Costaspa
dc.rightsCC0 1.0 Universal*
dc.rights.urihttp://creativecommons.org/publicdomain/zero/1.0/*
dc.sourceGeo-Congress 2020spa
dc.subjectField depositspa
dc.subjectImperial Valleyspa
dc.subjectSouthern Californiaspa
dc.titleAnalysis of the contractive tendency of an instrumented field depositspa
dc.typePreprintspa
dc.source.urlhttps://ascelibrary.org/doi/10.1061/9780784482810.026spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.identifier.doiDOI: 10.1061/9780784482810.026
dc.type.hasversioninfo:eu-repo/semantics/draftspa


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CC0 1.0 Universal
Except where otherwise noted, this item's license is described as CC0 1.0 Universal