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dc.contributoren-US
dc.creatorLemus, Luis A.
dc.creatorMoraga, Nelson O.
dc.creatorLemus-Mondaca, Roberto
dc.date2017-08-30
dc.date.accessioned2019-05-03T12:20:01Z
dc.date.available2019-05-03T12:20:01Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/963
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/84031
dc.descriptionDOI: 10.7764/RDLC.16.2.175One of the problem of geotechnical engineering is the analysis of the retaining walls stability, where are several uncertainty sources. Some of these uncertainties relate to the inherent variability of fill soil, retained by the retaining wall, strength parameters. This feature can be quantified through a retaining wall stability probabilistic analysis using the Monte Carlo Simulation method (SMC), which enables to determine the wall reliability from collected testing shear strength information of existing soils in the cities of Coquimbo and La Serena, Coquimbo Region, Chile. An application example, the study of a cantilever retaining wall stability filled with silty sand soil (SM) with three different degrees of compaction (DC%: 80, 90 and 95%), with the objective to analyze the wall stability through statistical analysis of safety factors.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/963/179
dc.sourceRevista de la Construcción. Journal of Construction; Vol 16, No 2 (2017): Revista de la Construcción, Journal of Construction; 175-188en-US
dc.source0718-915X
dc.source0717-7925
dc.subjecten-US
dc.subjectRetaining walls, Factor of safety, simulation, Monte Carlo method, reliability analysis.en-US
dc.titleInfluence of backfill soil shear strength parameters on retaining walls stabilityen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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