Contact behavior of idealized granules bonded in two different interparticle distances: An experimental investigation

被引:87
作者
Jiang, M. J. [1 ]
Sun, Y. G.
Li, L. Q.
Zhu, H. H.
机构
[1] Tongji Univ, Fac Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Microscopic constitutive relations; Laboratory equipment; Bonded granulates; Natural sands; DISTINCT ELEMENT METHOD; SHEAR-STRENGTH; PARTICLE CHARACTERISTICS; NUMERICAL SIMULATIONS; SIZE DISTRIBUTION; KINEMATIC MODELS; DEFORMATION; ASSEMBLIES; MECHANICS; CONTINUUM;
D O I
10.1016/j.mechmat.2012.07.002
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents an experimental investigation on contact behavior of idealized granules bonded in two different interparticle distances, which can be used in discrete element modelling of natural sands featured with interparticle cementation. Firstly, by using the designed specimen preparation devices, two aluminum rods are glued together by adhesive material in two different pre-defined modes, namely thin bond mode and thick bond mode representing different bond thickness between particles. Then, by employing the novel auxiliary loading devices, the mechanical behavior of contact between the bonded rods is obtained while different kinds of forces (i.e., normal force, shear force and moment) are applied in different ways. The experimental results show that both the tension strength and ductility increase with the increasing of bond thickness. However, the force-displacement relationship in compression is characterized with strain hardening in the thin bond mode but strain softening in the thick bond mode. In addition, the peak shear strength and peak rolling resistance increase with the increasing of normal force in the thin bond mode, while they increase with the normal force at first, and then decrease in the thick bond mode. Moreover, the strength envelope is an elliptical paraboloid in the thin bond mode but a teardrop in the thick bond mode in the shear force-normal force-moment space. (c) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 15
页数:15
相关论文
共 37 条
  • [1] Changes to particle characteristics associated with the compression of sands
    Altuhafi, F. N.
    Coop, M. R.
    [J]. GEOTECHNIQUE, 2011, 61 (06): : 459 - 471
  • [2] [Anonymous], 2009, Int J Geomech ASCE, DOI [10.1061/(ASCE)1532-3641(2009)9:1(20)(2009), DOI 10.1061/(ASCE)1532-3641(2009)9:1(20)]
  • [3] A constitutive model for structured clays
    Baudet, B
    Stallebrass, S
    [J]. GEOTECHNIQUE, 2004, 54 (04): : 269 - 278
  • [4] 30TH RANKINE LECTURE - ON THE COMPRESSIBILITY AND SHEAR-STRENGTH OF NATURAL CLAYS
    BURLAND, JB
    [J]. GEOTECHNIQUE, 1990, 40 (03): : 329 - 378
  • [5] The influence of particle characteristics on the behaviour of coarse grained soils
    Cavarretta, I.
    Coop, M.
    O'Sullivan, C.
    [J]. GEOTECHNIQUE, 2010, 60 (06): : 413 - 423
  • [6] THE MECHANICS OF CEMENTED CARBONATE SANDS
    COOP, MR
    ATKINSON, JH
    [J]. GEOTECHNIQUE, 1993, 43 (01): : 53 - 67
  • [7] Yielding and pre-failure deformation of structured sands
    Cuccovillo, T.
    Coop, M. R.
    [J]. GEOTECHNIQUE, 1997, 47 (03): : 491 - 508
  • [8] On the mechanics of structured sands
    Cuccovillo, T
    Coop, MR
    [J]. GEOTECHNIQUE, 1999, 49 (06): : 741 - 760
  • [9] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [10] Mechanical behaviour and failure of cohesive granular materials
    Delenne, JY
    El Youssoufi, MS
    Cherblanc, F
    Bénet, JC
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28 (15) : 1577 - 1594