Numerical Models in Discontinuous Media: Review of Advances for Rock Mechanics Applications

被引:173
作者
Bobet, A. [1 ]
Fakhimi, A. [2 ,3 ]
Johnson, S. [4 ]
Morris, J. [5 ]
Tonon, F. [6 ]
Yeung, M. Ronald [7 ]
机构
[1] Purdue Univ, Sch Civil Engn, W Lafayette, IN 47907 USA
[2] New Mexico Inst Min & Technol, Dept Mineral Engn, Socorro, NM USA
[3] Tarbiat Modares Univ, Dept Civil Engn, Tehran 87801, Iran
[4] Lawrence Livermore Natl Lab, Computat Phys Grp, Livermore, CA 94551 USA
[5] Lawrence Livermore Natl Lab, Computat Phys Grp, Livermore, CA 94451 USA
[6] Univ Texas Austin, Dept Civil Engn, Austin, TX 78712 USA
[7] Calif State Polytech Univ Pomona, Dept Civil Engn, Pomona, CA 91768 USA
关键词
DISCRETE ELEMENT SIMULATION; CONTACT DETECTION ALGORITHM; DEFORMATION ANALYSIS; STABILITY ANALYSIS; BRITTLE MATERIALS; PARTICLE MODEL; DDA METHOD; BLOCK; VALIDATION; FAILURE;
D O I
10.1061/(ASCE)GT.1943-5606.0000133
中图分类号
P5 [地质学];
学科分类号
070403 [天体物理学];
摘要
The paper presents a description of the methods used to model rock as discontinuous media. The objective of the work is to bring to the geomechanics community recent advances in numerical modeling in the field of rock mechanics. The following methods are included: (1) the distinct element method; (2) the discontinuous deformation analysis method; and (3) the bonded particle method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use.
引用
收藏
页码:1547 / 1561
页数:15
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