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OSHIMA, S.T. (2004). A combination BEM/FEM for analysis of the interaction of inclinated piles and the soil. São Carlos, 2004. 84p. Dissertação (Mestrado) – Escola de Engenharia de São Carlos, Universidade de São Paulo. This work presents a hybrid formulation of BEM (Boundary Elements Method) and FEM (Finite Elements Method). In that formulation, the piles are modeled through FEM as bar elements and the soil through BEM, as an isotropic, homogeneous, semi-infinite and linear-elastic continuum, using the fundamental solutions of MINDLIN (1936). The systems of equations of the soil and of the piles for vertical elements are presented as a combination of both, originating a single final system of equations. Some modifications are accomplished for the system of inclinated piles. After the resolution of the final system, the displacements and the contact tensions between soil and pile are obtained. Numeric examples are obtained starting from the proposed formulation and to proceed they are compared with other authors' models.

Uma combinação MEC/MEF para análise da interação de estacas inclinadas e o solo