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dc.contributor.authorMartínez Moreno, María Encarnación 
dc.contributor.authorAlhama Manteca, Iván 
dc.contributor.authorGarcía Ros, Gonzalo 
dc.date.accessioned2021-06-23T07:03:39Z
dc.date.available2021-06-23T07:03:39Z
dc.date.issued2020
dc.identifier.citationMartínez-Moreno, Encarnación & Alhama, Iván & García-Ros, Gonzalo. (2020). Verification against failure by piping on retaining structures applying the network method. Proceedings of the 5th World Congress on Civil, Structural, and Environmental Engineering (CSEE’20).10.11159/icgre20.158.es_ES
dc.identifier.isbn978-1-927877-74-6
dc.identifier.issn2371-5294
dc.description.abstractWhen designing retaining structures, different phenomena must be studied in order to classify them as safe from a geotechnical point of view. Among them is pipping, a physical process related to seepage under the structure which leads to an unstable situation and might finally cause failure. In order to quantify this risk, a comparison between the critical gradient and the estimated hydraulic gradient is usually accepted. The calculation depends on geometric parameters, geotechnical data and flow boundary conditions, as well as the designed structure. Nevertheless, most of the universal solutions, such as graphics, have not been developed considering an anisotropic medium as foundation soil, so no realistic results are obtained. The aim of this work is to provide a methodology to obtain an estimation of the average gradient using a computational model based on the network method. This consists on the analogy between electrical magnitudes, such as voltage and intensity, and geotechnical variables, which are groundwater head and flow. The safety factor is calculated whether the soil is anisotropic or not, and so, the structure can be classified from a safety point of view.es_ES
dc.description.sponsorshipWe would like to thank the Séneca Foundation for the support given to this research and for the scholarship awarded to María Encarnación Martínez Moreno to carry out her doctoral thesis.es_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.publisherAvestiaes_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 España*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.titleVerification against failure by piping on retaining structures applying the network methodes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.subjectGeotechnicses_ES
dc.subjectPipinges_ES
dc.subjectHeavinges_ES
dc.subjectSafety factores_ES
dc.subject.otherIngeniería del Terrenoes_ES
dc.identifier.urihttp://hdl.handle.net/10317/9469
dc.identifier.doi11159/icgre20.158
dc.identifier.urlhttps://2020.cseecongress.com/paper/ICGRE/ICGRE_158.pdf
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dc.subject.unesco3305.06 Ingeniería Civiles_ES
dc.contributor.funderFundación Sénecaes_ES


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