Micromechanical constitutive modelling of granular media: evolution and loss of contact in particle clusters

被引:15
作者
Gardiner, BS [1 ]
Tordesillas, A [1 ]
机构
[1] Univ Melbourne, Dept Math & Stat, Melbourne, Vic 3010, Australia
关键词
anisotropy; fabric evolution; granular media;
D O I
10.1007/s10665-004-2260-9
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Micromechanical constitutive equations are developed which allow for the broad range of interparticle interactions observed in a real deforming granular assembly: microslip contact, gross slip contact, loss of contact and an evolution in these modes of contact as the deformation proceeds. This was accomplished through a synergetic use of contact laws, which account for interparticle resistance to both sliding and rolling, together with strain-dependent anisotropies in contacts and the normal contact force. By applying the constitutive model to the bi-axial test it is demonstrated that the model can correctly predict the evolution of various anisotropies as well as the formation of a distinct shear band. Moreover, the predicted shear-band properties (e.g. thickness, prolonged localisation, void ratio) are an even better fit with experimental observations than were previously found by use of previously developed micromechanical models.
引用
收藏
页码:93 / 106
页数:14
相关论文
共 14 条
[1]   SHEAR-BAND ANALYSIS IN IDEALIZED GRANULAR MATERIAL [J].
BARDET, JP ;
PROUBET, J .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (02) :397-415
[2]  
Calvetti F, 1997, MECH COHES-FRICT MAT, V2, P121, DOI 10.1002/(SICI)1099-1484(199704)2:2<121::AID-CFM27>3.3.CO
[3]  
2-U
[4]  
HARRIS WW, 1995, GEOTECH TEST J, V18, P405
[5]   RANDOM PACKING OF DISKS IN 2 DIMENSIONS [J].
HINRICHSEN, EL ;
FEDER, J ;
JOSSANG, T .
PHYSICAL REVIEW A, 1990, 41 (08) :4199-4209
[6]   Stress fluctuations in a 2D granular Couette experiment: A continuous transition [J].
Howell, D ;
Behringer, RP ;
Veje, C .
PHYSICAL REVIEW LETTERS, 1999, 82 (26) :5241-5244
[7]   Micro-deformation mechanism of shear banding process based on modified distinct element method [J].
Iwashita, K ;
Oda, M .
POWDER TECHNOLOGY, 2000, 109 (1-3) :192-205
[8]  
MUHLHAUS HB, 1987, GEOTECHNIQUE, V37, P271
[9]   Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils [J].
Oda, M ;
Kazama, H .
GEOTECHNIQUE, 1998, 48 (04) :465-481
[10]  
Oda M., 1999, MECH GRANULAR MAT