In this section
@inproceedings{Grammatikopoulou:2006,
author = {Grammatikopoulou, A and Zdravkovic, L and Potts, DM},
pages = {447--453},
title = {The pre-failure deformation of an embankment predicted by two kinematic hardening models},
year = {2006}
}
TY - CPAPER
AB - This paper presents a comparison of the pre-failure behaviour of an embankment when its clay foundation is modelled with two kinematic hardening models. The paper shows that the pre-failure deformations are not only influenced by non-linearity but also by the stiffness response predicted in both compression and extension paths. © 2006 Taylor & Francis Group.
AU - Grammatikopoulou,A
AU - Zdravkovic,L
AU - Potts,DM
EP - 453
PY - 2006///
SP - 447
TI - The pre-failure deformation of an embankment predicted by two kinematic hardening models
ER -