A constitutive model related to the fabric for sand

Author:

Li Xuefeng1,Lu Weinan1,Ma Zhigang1

Affiliation:

1. Ningxia University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference14 articles.

1. 1) Bauer E. (1995): Constitutive modelling of critical states in hypoplasticity. In Pande and Pietruszczak (eds). Numerical models in geomechanics-NUMOG V, Balkema, 15-20.

2. 2) Fu, P. and Dafalias, Y. F. (2011): Fabric evolution within shear bands of granular materials and its relation to critical state theory. International Journal for Numerical & Analytical Methods in Geomechanics, 35(18), 1918-1948.

3. 3) Gao, Z. and Zhao, J. (2013): Strain localization and fabric evolution in sand. International Journal of Solids and Structures, 50(22-23), 3634-3648.

4. 4) Hasan, A. and Alshibli, K. (2012): Three dimensional fabric evolution of sheared sand. Granular Matter, 14(4), 469-482.

5. 5) He, X., Cai, G. Zhao, C. and Sheng, D. (2017): On the stress–force–fabric equation in triaxial compressions: some insights into the triaxial strength. Comput. Geotech, 85, 71-83.

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