A hierarchical approach for constitutive modelling of geologic materials
- 1 May 1986
- journal article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 10 (3) , 225-257
- https://doi.org/10.1002/nag.1610100302
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfacesPublished by Elsevier ,2003
- Implementation of a general constitutive model for geological materialsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1985
- Constitutive Model for (Geological) MaterialsJournal of Engineering Mechanics, 1984
- Induced anisotropy during plastic strainingInternational Journal for Numerical and Analytical Methods in Geomechanics, 1984
- Consequences of deviatoric normality in plasticity with isotropic strain hardeningInternational Journal for Numerical and Analytical Methods in Geomechanics, 1982
- A general basis for yield, failure and potential functions in plasticityInternational Journal for Numerical and Analytical Methods in Geomechanics, 1980
- A concept of correction functions to account for non‐associative characteristics of geologic mediaInternational Journal for Numerical and Analytical Methods in Geomechanics, 1980
- Isotropic yield surfaces in three dimensions for use in soil mechanicsInternational Journal for Numerical and Analytical Methods in Geomechanics, 1980
- A double hardening model for sandGéotechnique, 1978
- An anisotropic hardening model for soils and its application to cyclic loadingInternational Journal for Numerical and Analytical Methods in Geomechanics, 1978