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dc.contributor.authorJimenez Fernandez, Jose Carlos
dc.contributor.authorCastanon-Jano, Laura
dc.contributor.authorGaute Alonso, Alvaro
dc.contributor.authorBlanco-Fernandez, Elena
dc.contributor.authorGonzalez Fernandez, Juan Carlos
dc.contributor.authorCenteno Gonzalez, Victor
dc.contributor.authorCastro-Fresno, Daniel
dc.contributor.authorGarcia-Sanchez, David
dc.date.accessioned2021-10-18T15:24:34Z
dc.date.available2021-10-18T15:24:34Z
dc.date.issued2021
dc.identifier.citationJimenez Fernandez, Jose Carlos, Laura Castanon-Jano, Alvaro Gaute Alonso, Elena Blanco-Fernandez, Juan Carlos Gonzalez Fernandez, Victor Centeno Gonzalez, Daniel Castro-Fresno, and David Garcia-Sanchez. “3D Numerical Simulation of Slope-Flexible System Interaction Using a Mixed FEM-SPH Model.” Ain Shams Engineering Journal (October 2021). doi:10.1016/j.asej.2021.09.019.en
dc.identifier.issn2090-4479en
dc.identifier.urihttp://hdl.handle.net/11556/1214
dc.description.abstractFlexible membranes are light structures anchored to the ground that protect infrastructures or dwellings from rock or soil sliding. One alternative to design these structures is by using numerical simulations. However, very few models were found until date and most of them are in 2D and do not include all their components. This paper presents the development of a numerical model combining Finite Element Modelling (FEM) with Smooth Particle Hydrodynamics (SPH) formulation. Both cylindrical and spherical failure of the slope were simulated. One reference geometry of the slope was designed and a total of 21 slip circles were calculated considering different soil parameters, phreatic level position and drainage solutions. Four case studies were extracted from these scenarios and simulated using different dimensions of the components of the system. As a validation model, an experimental test that imitates the soil detachment and its retention by the steel membrane was successfully reproduced.en
dc.description.sponsorshipThe FORESEE project has received funding from the EuropeanUnion’s Horizon 2020 research and innovation program undergrant agreement No 769373.en
dc.language.isoengen
dc.publisherAin Shams Universityen
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.title3D numerical simulation of slope-flexible system interaction using a mixed FEM-SPH modelen
dc.typejournal articleen
dc.identifier.doi10.1016/j.asej.2021.09.019en
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/H2020/769373/EU/Future proofing strategies FOr RESilient transport networks against Extreme Events/FORESEEen
dc.rights.accessRightsopen accessen
dc.subject.keywordsSlope protectionen
dc.subject.keywordsFlexible systemsen
dc.subject.keywordsNumerical simulationen
dc.subject.keywordsFEMen
dc.subject.keywordsSPHen
dc.subject.keywordsSoil-structure interactionen
dc.journal.titleAin Shams Engineering Journalen


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