The paper discusses the performance of two di!erent strategies for the integration of hypoplastic constitutive equations, recently proposed to model the incrementally non-linear behaviour of granular soils. An extensive program of numerical tests on some particular strain paths has been conducted in
Numerical testing of the stability criterion for hypoplastic constitutive equations
β Scribed by Wei Wu; Dimitrios Kolymbas
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 531 KB
- Volume
- 9
- Category
- Article
- ISSN
- 0167-6636
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