Universitat Politècnica de Catalunya. Doctorat en Enginyeria Civil
Centre Internacional de Mètodes Numèrics en Enginyeria
2020-01-01
To simulate the progressive failure of slope, a block particle coupled model is introduced. Particle oriented cell mapping (POCM) algorithm is used to enhance the search efficiency, and particle-point, particle-edge, particle-face contact detecting method is adopted to establish contact pair between particles and blocks precisely. Strain softening Mohr Coulomb model with tensile cutoff is adopted for blocks, and brittle Mohr Coulomb model is used for particles. The particle-block replacement approach is used to describe the fracture and fragmentation process of continuum media. Once the cohesion or tensile strength of one block reaches zero, the block will be deleted, and particles are generated at the same place with all information inherited from the deleted block. Some numerical cases related to landslides demonstrate the precision and rationality of the coupled model.
Peer Reviewed
Postprint (published version)
Article
Inglés
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques; Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits; Landslides--Mathematical models; Finite element method; Discrete element method; Fracture; Fragmentation; Landslide; Esllavissades -- Models matemàtics
Elsevier
https://www.sciencedirect.com/science/article/pii/S2095034920300167
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
Open Access
Attribution-NonCommercial-NoDerivs 3.0 Spain
E-prints [72954]