Mathematical Research Data Initiative
Main page
Recent changes
Random page
Help about MediaWiki
Create a new Item
Create a new Property
Create a new EntitySchema
Merge two items
In other projects
Discussion
View source
View history
Purge
English
Log in

On the analytical solutions for the three-invariant Cam clay model

From MaRDI portal
Publication:1614468
Jump to:navigation, search

DOI10.1016/S0749-6419(01)00028-6zbMath1067.74043OpenAlexW2060390405MaRDI QIDQ1614468

Mohammed A. Ayari, Dunja Perić

Publication date: 8 September 2002

Published in: International Journal of Plasticity (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0749-6419(01)00028-6

zbMATH Keywords

incompressibilityLode's anglefully saturated soil


Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10) Explicit solutions of equilibrium problems in solid mechanics (74G05)


Related Items

Critical state plasticity. VI: Meso-scale finite element simulation of strain localization in discrete granular materials, Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics, Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media, Axisymmetric bifurcation analysis in soils by the tangential-subloading surface model



Retrieved from "https://portal.mardi4nfdi.de/w/index.php?title=Publication:1614468&oldid=13918060"
Tools
What links here
Related changes
Special pages
Printable version
Permanent link
Page information
MaRDI portal item
This page was last edited on 1 February 2024, at 04:12.
Privacy policy
About MaRDI portal
Disclaimers
Imprint
Powered by MediaWiki