On hardening anisotropy of K₀‐consolidated clays Journal Articles

abstract

• AbstractThe 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, Stanislaw
• Mróz, Z

status

• published 

publication date

• January 1983

has subject area

• 0905 Civil Engineering (FoR)
• Geological & Geomatics Engineering (Science Metrix)

published in

• International Journal for Numerical and Analytical Methods in Geomechanics  Journal

keywords

• Engineering
• Engineering, Geological
• Materials Science
• Materials Science, Multidisciplinary
• Mechanics
• Science & Technology
• Technology

Digital Object Identifier (DOI)

• 10.1002/nag.1610070105

start page

• 19

end page

• 38

volume

• 7

issue

• 1