Model Prediction of Anisotropic Behavior of Boston Blue Clay

Author:

Whittle Andrew J.,DeGroot Don J.,Ladd Charles C.,Seah Tian‐Ho

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

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3. Direct Simple-Shear Tests on a Norwegian Quick Clay

4. Dafalias Y. and Herrmann L. R. (1982). “A generalized bounding surface constitutive model for clays.” Proc. ASCE Conf. on Application of Plasticity and Generalized Stress‐Strain in Geotechnical Engineering ASCE New York N.Y. 78–95.

5. Bearing Capacity of Anisotropic Cohesive Soil

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