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Constitutive models with kinematic hardening: effects on anisotropy and non-coaxiality

Lookup NU author(s): Dr Gaetano EliaORCiD

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Abstract

The aim of the paper is to show the capability of constitutive models based on mixed isotropic-kinematic hardening and characterized by an associated flow rule to simulate the evolution of anisotropy and non-coaxiality of soil elements subjected to unconventional loading conditions.

Publication metadata

Author(s): Elia G, Amorosi A

Editor(s): Ling HI; Smyth A; Betti R

Publication type: Conference Proceedings (inc. Abstract)

Publication status: Published

Conference Name: The Fourth Biot Conference on Poromechanics

Year of Conference: 2009

Date deposited: 13/11/2009

Publisher: Destech Pubns Inc.

Notes: "Poromechanics IV: Proceedings of the Fourth Biot Conference on Poromechanics"

Library holdings: Search Newcastle University Library for this item

ISBN: 9781605950068

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