A plasticity-based constitutive model for natural soils: a hierarchical approach

Author:

Amorosi A.,Kavvadas M. J.

Publisher

Springer Berlin Heidelberg

Reference32 articles.

1. Al Tabbaa A. and Wood D.M. (1989): ”An experimentally based bubble model for clay”, Proc. 3rd Int. Conf. on Numerical Methods in Geomechanics, pp 91–99.

2. Amorosi A. (1996): ”Il comportamento meccanico di una argilla naturale consis-tente”, Doctoral thesis, University of Rome ‘La Sapienza’.

3. Amorosi A. and Rampello S. (1998): ”The inflence of natural soil structure on the mechanical behaviour of a stiff clay”, Proc. II Int. Symp. on Hard Soils-Soft Rocks, Naples, pp 395–402.

4. Borja R.I., Tamagnini C, Amorosi A. (1997): ”Coupling plasticity and energy-conserving elasticity models for clays”, Journal of Geotech. and Geoenv. Engineering, ASCE, Vol 123, pp 948–957.

5. Burland J.B. (1990): ”On the compressibility and shear strength of natural clays”, Géotechnique, Vol 40, No 3, pp 329–378.

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