A review of two different approaches to hypoplasticity

Author:

Tamagnini C.,Viggiani G.,Chambon R.

Publisher

Springer Berlin Heidelberg

Reference107 articles.

1. Bauer E. (1996). Calibration of a comprehensive hypoplastic equation for granular materials. Soils and Foundations, 36(1), 13–26.

2. Bauer E., Niemunis A., Herle I. (1993). Visco-hypoplastic model for cohesive soils. In: Modern Approaches to Plasticity, Kolymbas ed., Elsevier, 365–384.

3. Bauer E., Wu W. (1993). A hypoplastic model for granular soils under cyclic loading. In: Modern Approaches to Plasticity, Kolymbas ed., Elsevier, 247–258.

4. Bauer E., Wu W. (1994). Extension of hypoplastic constitutive model with respect to cohesive powders. Proc. Computer Methods and Advances in Geomechanics, Siriwardane & Zaman eds., 1, Balkema, 531–536.

5. Bauer E., Huang W. (1998). The dependence of shear banding on pressure and density in hypoplasticity. Proc. Localization and Bifurcation Theory for Soils and Rocks, Gifu, Adachi et al. eds., Balkema, 81–90.

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