## Abstract We study the existence theory to the quasi‐static initial‐boundary‐value problem of poroplasticity. In this article the classical quasi‐static Biot model is considered for soil consolidation coupled with a nonlinear system of differential equations. This work, for the poroplasticity mod
✦ LIBER ✦
Coercive limits for constitutive equations of monotone-gradient type
✍ Scribed by Krzysztof Chełmiński; Zdzisław Naniewicz
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 154 KB
- Volume
- 48
- Category
- Article
- ISSN
- 0362-546X
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