Fabric study of granular materials after compaction

被引:24
|
作者
Ng, TT [1 ]
机构
[1] Univ New Mexico, Dept Civil Engn, Albuquerque, NM 87131 USA
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1999年 / 125卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9399(1999)125:12(1390)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Numerous micromechanical models have been developed based on assemblies of spherical particles with certain fabric distributions. Most of these distributions are hypothetical, and only very few of them can be determined experimentally. This paper presents a study to provide some useful fabric information for granular material. The discrete element method is used to study the microscopic information for granular materials after compaction. Specimens with 520 identical ellipsoidal elements are generated and compressed under different conditions. Up to six different aspect ratios are used to study their effect on the compression process. Two different compression methods and five different microfrictions between particles are used. The fabric of the specimens after compaction, including the total number of contacts, the distribution of particle orientations, the distribution of branch vectors, the distribution of the length of branch vectors, and the spatial distribution of a similar length of branch vector, is presented. The relations between these fabrics and particle shape, microfriction, and the compression process are also developed.
引用
收藏
页码:1390 / 1394
页数:5
相关论文
共 50 条
  • [1] Fabric study of granular materials after compaction
    Civ. Engrg. Dept., Univ. of New Mexico, Albuquerque, NM 87131, United States
    J Eng Mech, 12 (1390-1394):
  • [2] Material fabric and mechanical properties after compaction for unbounded granular materials
    Gidel, G
    Breysse, D
    Denis, A
    Chauvin, JJ
    COMPACTION OF SOILS, GRANULATES AND POWDERS, 2000, 3 : 147 - 157
  • [3] Dynamic compaction of granular materials
    Favrie, N.
    Gavrilyuk, S.
    PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2013, 469 (2160):
  • [4] A theoretical model for compaction of granular materials
    Kenkre, VM
    Endicott, MR
    Glass, SJ
    Hurd, AJ
    JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1996, 79 (12) : 3045 - 3054
  • [5] Prediction of the effects of compaction on granular materials
    Chiaro, G.
    Modoni, G.
    Salvatore, E.
    Geomechanics from Micro to Macro, Vols I and II, 2015, : 1189 - 1194
  • [6] KINETIC MODEL OF COMPACTION IN GRANULAR MATERIALS
    Gerasymov, O. I.
    Spivak, A. Ya.
    UKRAINIAN JOURNAL OF PHYSICS, 2015, 60 (03): : 253 - 257
  • [7] Plastic compaction of cemented granular materials
    Dvorkin, J
    Yale, D
    COMPUTERS AND GEOTECHNICS, 1997, 20 (3-4) : 287 - 302
  • [8] Ultrasonic compaction of granular geological materials
    Feeney, Andrew
    Sikaneta, Sakalima
    Harkness, Patrick
    Lucas, Margaret
    ULTRASONICS, 2017, 76 : 136 - 144
  • [9] Quantification of fabric in cemented granular materials
    Singh, S.
    Miers, J. C.
    Saldana, C.
    Murthy, T. G.
    COMPUTERS AND GEOTECHNICS, 2020, 125 (125)
  • [10] On the failure of granular materials with fabric effects
    Guo, PJ
    Stolle, DFE
    SOILS AND FOUNDATIONS, 2005, 45 (04) : 1 - 12