
handle: 2117/188293 , 2117/82878
This paper highlights a computational framework for the numerical analysis of saturated soil-structure interaction problems. The variational equations of linear momentum and mass balance are obtained for the large deformation case. These equations are solved using the Particle Finite Element Method. The paper concludes with a benchmark test and the analysis of a penetration test.
PFEM, Finite element method, PFEM, Porous media, soil mechanics, penetration tests, Soil penetration test, Computational methods in mechanics, Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia, Particle methods (Numerical analysis), Porous media, Elements finits, Mètode dels, soil mechanics, Assaigs sobre el terreny -- Geotècnia, penetration tests
PFEM, Finite element method, PFEM, Porous media, soil mechanics, penetration tests, Soil penetration test, Computational methods in mechanics, Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia, Particle methods (Numerical analysis), Porous media, Elements finits, Mètode dels, soil mechanics, Assaigs sobre el terreny -- Geotècnia, penetration tests
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