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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.
Finite element method, Soil penetration test, Computational methods in mechanics, Particle methods (Numerical analysis), Elements finits, Mètode dels, Porous media, :Enginyeria civil::Geotècnia [Àrees temàtiques de la UPC], penetration tests, PFEM, PFEM, Porous media, soil mechanics, penetration tests, Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia, soil mechanics, Assaigs sobre el terreny -- Geotècnia
Finite element method, Soil penetration test, Computational methods in mechanics, Particle methods (Numerical analysis), Elements finits, Mètode dels, Porous media, :Enginyeria civil::Geotècnia [Àrees temàtiques de la UPC], penetration tests, PFEM, PFEM, Porous media, soil mechanics, penetration tests, Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia, soil mechanics, Assaigs sobre el terreny -- Geotècnia
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