Capturing nonspherical shape of granular media with disk clusters

被引:135
作者
Thomas, PA [1 ]
Bray, JD [1 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
D O I
10.1061/(ASCE)1090-0241(1999)125:3(169)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In discrete numerical modeling of granular materials, idealization of individual particles is required, as it is not practical to model a large number of particles, each with its actual shape and size. To minimize computation times, researchers often use two-dimensional, circular elements. However, biaxial and direct shear tests on such specimens result in low strengths compared to granular materials, due, in part, to excessive rolling of the perfectly circular particles. In this paper, a new particle type, disk clusters, is presented. A disk cluster is a group of circular disks permanently connected to form an irregularly shaped particle that more closely represents the shape of granular materials and has less tendency to rotate. Development and implementation of disk cluster particles into a discontinuous deformation analysis program is presented. Validations of the mechanics of a single disk cluster, biaxial shear, and anchor pullout simulations illustrate the usefulness of this new particle type.
引用
收藏
页码:169 / 178
页数:10
相关论文
共 24 条
[1]  
[Anonymous], 1969, SOIL MECH
[2]   SHEAR-BAND ANALYSIS IN IDEALIZED GRANULAR MATERIAL [J].
BARDET, JP ;
PROUBET, J .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (02) :397-415
[3]   OBSERVATIONS ON STRESS FORCE FABRIC RELATIONSHIPS IN IDEALIZED GRANULAR-MATERIALS [J].
BATHURST, RJ ;
ROTHENBURG, L .
MECHANICS OF MATERIALS, 1990, 9 (01) :65-80
[4]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[5]  
Demmel J.W., 1997, APPL NUMERICAL LINEA
[6]   MODELING OF PARTICULATE MEDIA USING DISCONTINUOUS DEFORMATION ANALYSIS [J].
KE, TC ;
BRAY, J .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (11) :1234-1243
[7]   A FLEXIBLE BOUNDARY FOR 3-DIMENSIONAL DEM PARTICLE ASSEMBLIES [J].
KUHN, MR .
ENGINEERING COMPUTATIONS, 1995, 12 (02) :175-183
[8]  
Mitchell J.K., 2005, FUNDAMENTALS SOIL BE, V3
[9]  
MUSTOE GGW, 1988, DYNAMIC BEHAV FDN BU, P233
[10]   A NONLINEAR NUMERICAL-MODEL FOR SOIL MECHANICS [J].
NG, TT ;
DOBRY, R .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1992, 16 (04) :247-263