Carregant...
Carregant...

Vés al contingut (premeu Retorn)

Coupled effective stress analysis of insertion problems in geotechnics with the Particle Finite Element Method

Autor
Monforte, L.; Arroyo, M.; Carbonell, J.M.; Gens, A.
Tipus d'activitat
Article en revista
Revista
Computers and geotechnics
Data de publicació
2018-09
Volum
101
Pàgina inicial
114
Pàgina final
129
DOI
https://doi.org/10.1016/j.compgeo.2018.04.002 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/118094 Obrir en finestra nova
https://www.researchgate.net/publication/325046874_Coupled_effective_stress_analysis_of_insertion_problems_in_geotechnics_with_the_Particle_Finite_Element_Method Obrir en finestra nova
URL
https://www.sciencedirect.com/science/article/pii/S0266352X18300909 Obrir en finestra nova
Resum
This paper describes a computational framework for the numerical analysis of quasi-static soil-structure insertion problems in water saturated media. The Particle Finite Element Method is used to solve the linear momentum and mass balance equations at large strains. Solid-fluid interaction is described by a simplified Biot formulation using pore pressure and skeleton displacements as basic field variables. The robustness and accuracy of the proposal is numerically demonstrated presenting results...
Citació
Monforte, L., Arroyo, M., Carbonell, J.M., Gens, A. Coupled effective stress analysis of insertion problems in geotechnics with the Particle Finite Element Method. "Computers and geotechnics", Setembre 2018, vol. 101, p. 114-129.
Paraules clau
Penetration test Large strains Particle Finite Element Method (PFEM) Cone penetration test
Grup de recerca
(MC)2 - UPC Mecànica de Medis Continus i Computacional
DECA - Grup de Recerca del Departament d'Enginyeria Civil i Ambiental
MSR - Mecànica del Sòls i de les Roques

Participants