Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast
- 1 December 1982
- journal article
- Published by Elsevier in Soils and Foundations
- Vol. 22 (4) , 57-70
- https://doi.org/10.3208/sandf1972.22.4_57
Abstract
No abstract availableThis publication has 8 references indexed in Scilit:
- Time-Dependent Behavior of Undisturbed ClayJournal of the Geotechnical Engineering Division, 1977
- A Constitutive Equation for Normally Consolidated ClaySoils and Foundations, 1974
- Secondary Consolidation and Strength of a ClayJournal of the Soil Mechanics and Foundations Division, 1973
- Undrained Creep Behaviour of a Coastal Organic Silty ClayGéotechnique, 1971
- Secondary Compression in the Shear of ClaysJournal of the Soil Mechanics and Foundations Division, 1969
- Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of BuildingsGéotechnique, 1967
- Yielding of Clays in States Wetter than CriticalGéotechnique, 1963
- A Definition of Stable Inelastic MaterialJournal of Applied Mechanics, 1959