A viscoplastic SANICLAY model for natural soft soils

Author:

Rezania Mohammad,Taiebat MahdiORCID,Poletti Elisa

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. Comparisons of constitutive models for anisotropic soils;Kim;KSCE J Civil Eng,2004

2. Sekiguchi H, Ohta H. Induced anisotropy and time dependency in clays. In: 9th ICSMFE, Tokyo, constitutive equations of soils, vol. 17; 1977. p. 229–38.

3. Yield states and stress–strain relationships in a natural plastic clay;Graham;Can Geotech J,1983

4. Korhonen KH, Lojander M. Yielding of Perno clay. In: Proc of 2nd international conference on constitutive laws for engineering materials, Tucson, Arizona, vol. 2; 1987. p. 1249–55.

5. An anisotropic critical state soil plasticity model;Dafalias;Mech Res Commun,1986

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