Formulation of MIT‐E3 Constitutive Model for Overconsolidated Clays

Author:

Whittle Andrew J.,Kavvadas Michael J.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference27 articles.

1. Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils

2. Cyclic Behavior of Clays in Undrained Simple Shear

3. Dafalias Y. and Herrmann G. R. (1982). “Bounding surface formulation of soil plasticity.” Soil Mechanics Transient and Cyclic Loads G. N. Pande and O. C. Zienkiewicz eds. Wiley and Sons.

4. Gens A. (1982). “Stress‐strain and strength of a low plasticity clay ” PhD Thesis Imperial College London Univ.

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