Nodal integration-based particle finite element method (N-PFEM) for poro-elastoplastic modelling of saturated soils under large deformation (2023)
Attributed to:
Process-based soil behaviour modelling for subsea structure foundations in carbonate sand environment
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1016/j.compgeo.2023.105567
Publication URI: http://dx.doi.org/10.1016/j.compgeo.2023.105567
Type: Journal Article/Review
Parent Publication: Computers and Geotechnics