PublisherCentre Internacional de Mètodes Numèrics en Enginyeria (CIMNE)
Rights accessOpen Access
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.
CitationMonforte, L., Carbonell, J.M., Arroyo, M., Gens, A. Numerical simulation of penetration problems in geotechnical engineering with the particle finite element method (PFEM). A: International Conference on Particle-based Methods. "Proceedings of the IV International Conference on Particle-Based Methods – Fundamentals and Applications". BARCELONA: Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2015, p. 1073-1080.
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