New Approach to Determine Three-Dimensional Contacts in Blocks System: Penetration Edges Method-Reference-Cited by-同舟云学术

New Approach to Determine Three-Dimensional Contacts in Blocks System: Penetration Edges Method

Published:2006-09 Issue:5 Volume:6 Page:303-310
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Y. M.¹²³,Chen W. S.¹²³,Zhang Y. H.¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong (corresponding author). E-mail: ceymchen@polyu.edu.hk

2. Research Assistant, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong.

3. Research Student, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A5%28303%29

Reference10 articles.

1. Advancements and improvement in discontinuous deformation analysis

2. Cundall P. A. (1971). “A computer model for simulating progressive large-scale movements in block rock systems.” Proc. Symp. of the Int. Society of Rock Mechanics Vol. 1 Nancy France 1 II-8.

3. 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

4. Cundall P. A. and Hart R. D. (1985). “Development of generalized 2D and 3D distinct element—Programs for modeling jointed rock.” Contract No. DACA 39-82-C-0015 U.S. Army Corps of Engineers Washington D.C.

5. Ohnishi Y. and Miki S. (1996). “Development of circular and elliptic disc elements for DDA.” Proc. 1st Int. Forum on Discontinuous Analysis (DDA) and Simulations of Discontinuous Media.” TSI Berkeley Calif. 44–51.

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