On the analytical solutions for the three-invariant Cam clay model
type: Item
instance of: scholarly article
title: On the analytical solutions for the three-invariant Cam clay model
zbMATH Open document ID: 1067.74043
DOI: 10.1016/S0749-6419(01)00028-6
author: D. Perić
author: Mohammed A. Ayari
published in: International Journal of Plasticity
publication date: 2002-09-08T00:00:00Z
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74C05
Mathematics Subject Classification ID: 74G05
zbMATH DE Number: 1797352
zbMATH Keywords: incompressibility
zbMATH Keywords: fully saturated soil
zbMATH Keywords: Lode's angle
MaRDI profile type: Publication
full work available at URL: s0749-6419(01)00028-6
OpenAlex ID: W2060390405
Recommended article: Analytical solutions for a three-invariant Cam clay model subjected to drained loading histories
Recommended article: Variational Formulation of the Cam-Clay Model
Recommended article: Cam-Clay plasticity. V: A mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media
Recommended article: A finite-strain Cam-clay model in the framework of multiplicative elasto-plasticity
Recommended article: Potentials for the modified Cam-Clay model
Recommended article: QUASISTATIC EVOLUTION FOR CAM-CLAY PLASTICITY: EXAMPLES OF SPATIALLY HOMOGENEOUS SOLUTIONS
Recommended article: Quasistatic evolution for Cam-Clay plasticity: properties of the viscosity solution
Recommended article: A framework of an anisotropic elastoplastic model for clays
Recommended article: Cam-Clay plasticity. III: Extension of the infinitesimal model to include finite strains
Recommended article: ON IMPLEMENTATION AND PERFORMANCE OF AN ANISOTROPIC CONSTITUTIVE MODEL FOR CLAYS
description: scientific article; zbMATH DE number 1797352