Modeling of Particulate Media Using Discontinuous Deformation Analysis

Author:

Ke Te-Chih,Bray Jonathan

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference17 articles.

1. A discrete numerical model for granular assemblies

2. Cundall P. A. and Strack O. D. L. (1983). “Modeling of microscopic mechanisms in granular material.” Mechanics of granular materials: new models and constitutive relation J. T. Jenkins and M. Satake eds. Elsevier Amsterdam The Netherlands 137–149.

3. Dobry R. and Ng T.T. (1992). “Discrete modelling of stress-strain behavior of granular media at small and large strains.” Engineering computations Vol. 9 129–143.

4. Ke T.C. (1993). “Simulated testing of two-dimensional heterogeneous and discontinuous rock masses using discontinuous deformation analysis ” PhD thesis Dept. of Civ. Engrg. Univ. of California Berkeley.

5. Ke T.C. and Bray J. D. (1994). “DDAD—formulation and user manual.” Geotech. Engrg. Rep. No. UCB/GT/94-09 Univ. of California Berkeley.

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