Anisotropic visco-hypoplasticity

Author:

Niemunis Andrzej,Grandas-Tavera Carlos Eduardo,Prada-Sarmiento Luis Felipe

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Adachi T, Oka F (1982) Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soil Found 22:57–70

2. Adachi T, Oka F, Hirata T, Hashimoto T, Pradhan TBS, Nagaya J, Mimura M (1991) Triaxial and torsional hollow cylinder tests of sensitive natural clay and an elasto-viscoplastic constitutive model. In: Proceedings of the 10-th ECSMFE, Florence

3. Anandarajah A (2000) On influence of fabric anisotropy on the stress-strain behaviour of clays. Comp Geotech 27:1–17

4. Axelsson K, Yu Y (1988) Constitutive modelling of swedish fine grained soils. Mechanical properties and modelling of silty soils. In: Proceedings of the 2nd nordic geotechnical meeting, Oslo University, pp 14–18

5. Baligh MM, Whittle A (1987) Soil models and design methods. In: Geotechnical design: design methods and parameters conference, Politecnico di Torino

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