Image-based investigation into the primary fabric of stress-transmitting particles in sand

被引:37
作者
Fonseca, J. [1 ]
Nadimi, S. [1 ]
Reyes-Aldasoro, C. C. [1 ]
O'Sullivan, C. [2 ]
Coop, M. R. [3 ,4 ]
机构
[1] City Univ London, London, England
[2] Imperial Coll London, London, England
[3] UCL, London, England
[4] City Univ Hong Kong, Hong Kong, Hong Kong, Peoples R China
关键词
Fabric/structure of soils; 3D microscopy; Shearing; Locked sand; Stress-transmission; GRANULAR-MATERIALS; INDUCED ANISOTROPY; SHEAR BANDS; DEFORMATION; EVOLUTION; MICROSTRUCTURE; NETWORKS;
D O I
10.1016/j.sandf.2016.08.007
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper uses three-dimensional images of a natural silica sand to analyse the mechanisms of stress transmission under triaxial compression. As discussed in Fonseca, J., O'Sullivan, C., Coop, M., Lee, P.D., (2012), the irregular morphology and locked fabric that can be found in natural sands lead to the formation of contacts with extended surface areas. However, most of our current understanding of stress-transmission phenomena comes from DEM simulations and photo-elastic experiments using idealised grain shapes and contact topologies. The direct measurement of stress transmission in assemblies of real soil grains is a challenging task. The present study postulates that important insight can be obtained by following the evolution of intergranular contacts as the grains rearrange and by considering how these rearrangements enhance the stability of the material. The methodology consists of measuring the geometrical data of the individual grains and their associated contacts obtained at successive load stages in the post-peak regime (after shear band formation). A statistical analysis of the vectors normal to the contacts reveals a realignment of these vectors in the direction of the major principal stress; this is a clear indication of the formation of force chains. A subsequent analysis shows that these columnar structures of stress-transmitting grains are associated with larger contact surfaces and have distinct patterns in the regions affected by the formation of a shear band. An algorithm based on stability and load-transmission criteria is developed to contribute new insight into the characterisation of load-bearing sand particles. (C) 2016 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V.
引用
收藏
页码:818 / 834
页数:17
相关论文
共 39 条
  • [1] Topological analysis of tapped granular media using persistent homology
    Ardanza-Trevijano, S.
    Zuriguel, Iker
    Arevalo, Roberto
    Maza, Diego
    [J]. PHYSICAL REVIEW E, 2014, 89 (05):
  • [2] The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions
    Barreto, Daniel
    O'Sullivan, Catherine
    [J]. GRANULAR MATTER, 2012, 14 (04) : 505 - 521
  • [3] Force chain splitting in granular materials: A mechanism for large-scale pseudo-elastic behaviour
    Bouchaud, JP
    Claudin, P
    Levine, D
    Otto, M
    [J]. EUROPEAN PHYSICAL JOURNAL E, 2001, 4 (04) : 451 - 457
  • [4] Triaxial tests on an unbonded locked sand
    Cresswell, A
    Powrie, W
    [J]. GEOTECHNIQUE, 2004, 54 (02): : 107 - 115
  • [5] Dusseault M.B., 1979, J ENG GEOLOGY, V12, P117, DOI [10.1144/GSL.QJEG.1979.012.02.05, DOI 10.1144/GSL.QJEG.1979.012.02.05]
  • [6] Fonseca J, 2015, Geomechanics from Micro to Macro, Vols I and II, P1019
  • [7] Fonseca J, 2013, GEOTECHNIQUE, V63, P818, DOI [10.1680/geot.11.P.150, 10.1680/geot.11.P150]
  • [8] Micromechanisms of inelastic deformation in sandstones: an insight using x-ray micro-tomography
    Fonseca, J.
    Besuelle, P.
    Viggiani, G.
    [J]. GEOTECHNIQUE LETTERS, 2013, 3 : 78 - 83
  • [9] Fonseca J, 2013, GEOTECHNIQUE, V63, P487, DOI [10.1680/geot.12.P003, 10.1680/geot.12.P.003]
  • [10] Non-invasive characterization of particle morphology of natural sands
    Fonseca, J.
    O'Sullivan, C.
    Coop, M. R.
    Lee, P. D.
    [J]. SOILS AND FOUNDATIONS, 2012, 52 (04) : 712 - 722