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Computational 3D modelling of a concrete road surface with a load applied on the edge
ArticleAbstract: The article presents the results of the 3Dmodeling process applied to a concrete pavement, simulatinPalabras claves:Computational modelation, concrete, Concrete pavements, Mathematical calibration, Model, Rigid road surface, SlabAutores:Eduardo Tejeda-Piusseaut, Hernández López F.M.Fuentes:scopusDetermination of the domain dimensions in embankment numerical modeling
ArticleAbstract: This article presents a study of the influence of subdomain dimensions on the stress-strain state ofPalabras claves:boundary conditions, Numerical modeling, Road embankment modelingAutores:Álvarez-Pérez J., Eduardo Tejeda-Piusseaut, Mesa-Lavista M., Recarey-Morfa C.A.Fuentes:scopusDevelopment and application of advanced technologies for the study of the performance and improvement of rigid pavement design methods
ArticleAbstract: Concrete pavements with Portland cement, also known as rigid pavements, are formed by a concrete slaPalabras claves:Concrete pavements, Pavement engineering, Portland cement, Rigid pavementsAutores:Celigueta Jordana M.Á., Eduardo Tejeda-Piusseaut, Edwin Alexander Rodríguez Vélez, Hernández López F.M., Muniz De Farias M., Recarey-Morfa C.A.Fuentes:scopusOverview of the constitutive model and numerical calibration by fem to compute bearing capacity and embankment-core deformability
ArticleAbstract: Numerical modeling is a powerful tool to determine the stress-strain relationships of structures. HoPalabras claves:Constitutive models, Embankment stress-strain relationship, Finite Element Method, Load-plate test, Numerical calibrationAutores:Álvarez-Pérez J., Bravo-Pareja R., Cabrera-González C., Eduardo Tejeda-Piusseaut, Lamas-Fernández F., Mesa-Lavista M.Fuentes:scopusSafety-factor dataset for high embankments determined with different analytical methods
OtherAbstract: Slope-stability analysis is one of the parameters in the design of road embankments that the designePalabras claves:Finite Element Method, High embankment, Limit equilibrium method, Safety factorAutores:Álvarez-Pérez J., Eduardo Tejeda-Piusseaut, Lamas-Fernández F., Mesa-Lavista M.Fuentes:scopus