3D mode discrete element method with the elastoplastic model

Author:

Hu Wei,Jin Feng,Zhang Chong,Wang Jinting

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference12 articles.

1. Cundall P A. Computer model for simulating progressive large scale movements in blocky systems. Proc. Symp. Int. Soci. Rock Mech., Nancy, France, Vol. 1, paper No II-8, 1971

2. Cundall P A. Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1988, 25(3): 107–116

3. Hart R, Cundall P A, Lemos J. Formulation of a three-dimensional distinct element model—Part II. Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1988, 25(3): 117–125

4. Cundall P A. UDEC-A generalized discrete element program of modeling jointed rock. European Research Office, U.S. Army, 1980

5. Itasca, 3DEC — 3 Dimensional Discrete Element Code, Version 3.0, User’s Manual, Itasca Consulting Group, Inc. USA. 1996

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