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Nodal integration-based particle finite element method (N-PFEM) for poro-elastoplastic modelling of saturated soils under large deformation (2023)

First Author: Wang L

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