FE prediction of bearing capacity over reinforced soil.

dc.contributor.authorNogueira, Christianne de Lyra
dc.contributor.authorOliveira, Rodrigo Rodrigues Vieira de
dc.contributor.authorAraújo, Luiz Gonzaga de
dc.contributor.authorFaria, Patrícia de Oliveira
dc.contributor.authorZornberg, Jorge Gabriel
dc.date.accessioned2012-09-10T17:15:34Z
dc.date.available2012-09-10T17:15:34Z
dc.date.issued2007
dc.description.abstractThis paper presents the numerical simulation using an elastoplastic analysis of the bearing capacity of shallow foundations. The problem involves axisymmetric conditions on reinforced soil using finite element method (FEM). The foundation soil is modeled as a nonassociative elastoplastic Mohr-Coulomb material. The reinforcement is modeled as a linear elastic material. The ultimate bearing capacity obtained in this study is compared to solutions obtained using limit equilibrium and limit analysis. A parametric study was conducted for different configurations of reinforcement for a special case of frictionless foundation soil. The numerical results show good agreement with analytical results indicating the suitability of the numerical model used in this study and implemented into the code ANLOG - Non-Linear Analysis of Geotechnical Problems.pt_BR
dc.identifier.citationNOGUEIRA, C. de L. et al. FE prediction of bearing capacity over reinforced soil. In: 5th International Workshop, 5., 2007, Guimarães (PT). Anais... London, UK: Taylor&Francis, 2007. v. 1. p.1391-1402. Disponível em: http://www.ce.utexas.edu/prof/zornberg/pdfs/CP/Nogueira_Oliveira_Araujo_Faria_Zornberg_2007.pdf. Acesso em: 10/09/2012.pt_BR
dc.identifier.urihttp://www.repositorio.ufop.br/handle/123456789/1374
dc.language.isoen_USpt_BR
dc.titleFE prediction of bearing capacity over reinforced soil.pt_BR
dc.typeTrabalho apresentado em eventopt_BR

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