Journal article
On hardening anisotropy of K0‐consolidated clays
Abstract
Abstract The combined isotropic‐kinematic hardening rule for clays is presented using the concept of a multisurface model discussed previously in Reference 1. The mechanical behaviour of clays after one‐dimensional consolidation is next simulated for the axisymmetric stress stress state. A general three‐dimensional formulation of constitutive relations is also presented.
Authors
Pietruszczak; Mróz Z
Journal
International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 7, No. 1, pp. 19–38
Publisher
Wiley
Publication Date
1 1983
DOI
10.1002/nag.1610070105
ISSN
0363-9061