The formulation is capable of using any of a class of combined creep-plasticity constitutive models with state variables for the description of material behaviour. The specific problem considered is plane strain extrusion using the constitutive model originally proposed by Hart. Numerical results ar
✦ LIBER ✦
Finite element analysis of an embankment on a soft estuarine deposit using an elastic–viscoplastic soil model
✍ Scribed by Kelln, Curtis; Sharma, Jitendra; Hughes, David; Graham, James
- Book ID
- 120326337
- Publisher
- NRC Research Press
- Year
- 2009
- Tongue
- English
- Weight
- 771 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0008-3674
- DOI
- 10.1139/T08-129
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