A time dependent constitutive model for soils with isotach viscosity

Author:

Bodas Freitas Teresa M.,Potts David M.,Zdravkovic Lidija

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference41 articles.

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2. Engineering geology of Norwegian normally-consolidated marine clays as related to the settlements of buildings;Bjerrum;Geotechnique,1967

3. The consolidation of soils exhibiting creep under constant effective stress;Garlanger;Geotechnique,1972

4. Tavenas F, Leroueil S. Effects of stress and time on yielding of clays. In: Proceedings of the 9th ICSMFE, vol. 1; 1977. p. 319–26.

5. Pre-consolidation pressure of Champlain clays. Part II. Laboratory determination;Leroueil;Can Geotechn J,1983

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