Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil (Q1018230)
From MaRDI portal
 | This is the item page for this Wikibase entity, intended for internal use and editing purposes. Please use this page instead for the normal view: Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil |
scientific article; zbMATH DE number 5554837
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil |
scientific article; zbMATH DE number 5554837 |
Statements
Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil (English)
0 references
19 May 2009
0 references
An elasto-plastic constitutive model for frozen sandy soil is developed, using the results of triaxial tests. Cross-anisotropic damage variables are introduced and analyzed. It is found that the calculated results approximate well the experimental results. In particular, this model is able to predict the softening behavior after the peak point of stress-strain curves.
0 references
pressure melting
0 references
cross anisotropic damage
0 references
softening
0 references
0 references
0 references
0 references
0 references
0 references
0 references
