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Modelling of sand behaviour under earthquake excitation
Author(s) -
Pietruszczak S.,
Stolle D. F. E.
Publication year - 1987
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.1610110302
Subject(s) - liquefaction , plasticity , finite element method , porous medium , hardening (computing) , geotechnical engineering , pore water pressure , bounding overwatch , geology , soil liquefaction , anisotropy , structural engineering , mechanics , porosity , computer science , engineering , materials science , physics , layer (electronics) , quantum mechanics , composite material , artificial intelligence
In this paper, liquefaction potential of loose sand deposit subjected to an earthquake loading is evaluated. The analysis is performed by using a finite element technique incorporating the equations of dynamics of saturated porous elastoplastic media. The soil response is modelled by an anisotropic hardening rule, similar to that as proposed by Poorooshasb and Pietruszczak. 1 The concept is based on the theory of bounding surface plasticity incorporating a non‐associated flow rule and the idea of reflected plastic potential. The present paper provides a modified formulation to that discussed in Reference 1. Modifications are aimed at simplifying the concept for numerical implementations.