The influence of rolling resistance on the stress-dilatancy and fabric anisotropy of granular materials

被引:0
作者
Yiming Liu
Huabei Liu
Haijun Mao
机构
[1] Huazhong University of Science and Technology,School of Civil Engineering and Mechanics
[2] Chinese Academy of Sciences,Institute of Rock and Soil Mechanics
来源
Granular Matter | 2018年 / 20卷
关键词
Discrete element method; Rolling resistance; Dilatancy; Fabric anisotropy; Granular materials;
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学科分类号
摘要
The effects of rolling resistance on the stress-dilatancy behavior and fabric anisotropy of granular materials were investigated through a three-dimensional discrete element method (DEM). A rolling resistance model was incorporated into the DEM code PFC3D and triaxial DEM simulations under simulated drained and undrained conditions were carried out. The results show that there existed a threshold value of the rolling friction. When the rolling friction was smaller than this value, the mechanical behavior of granular materials under both drained and undrained conditions were substantially influenced by the rolling friction, but the influence diminished when it was larger than the threshold value. A linear relationship has been observed between the dilatancy coefficient and the natural logarithm of the rolling-friction coefficient when it was smaller than the threshold value. An increase in the rolling friction led to an increase in the fabric anisotropy of all strong contacts under both testing conditions until the threshold value was attained. The investigation on the effect of rolling friction on the microstructure of granular materials revealed that the rolling friction enhanced the stability of force chains, which resulted in the difference in the stress-dilatancy behavior. Finally, the relationship between the stress ratio q/p′\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$^{\prime }$$\end{document} and the fabric measure at strong contacts Hds/Hms\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\hbox {H}_{\mathrm{d}}^{\mathrm{s}} /\hbox {H}_{\mathrm{m}}^{\mathrm{s}}$$\end{document} was found independent of the inter-particle friction, rolling friction and testing conditions.
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  • [1] Aboul Hosn R(2017)Discrete numerical modeling of loose soil with spherical particles and interparticle rolling friction Granul. Matter 19 1-12
  • [2] Sibille L(2011)Assessment of rolling resistance models in discrete element simulations Powder Technol. 206 269-282
  • [3] Benahmed N(2000)Evolution of force distribution in three-dimensional granular media Phys. Rev. E 63 011302-5870
  • [4] Chareyre B(2004)Influence of particle shape on granular contact signatures and shear strength: new insights from simulations Int. J. Solids Struct. 41 5863-741
  • [5] Ai J(2009)Quasistatic rheology, force transmission and fabric properties of a packing of irregular polyhedral particles Mech. Mater. 41 729-43
  • [6] Chen JF(1993)Rotational stiffness of cylindrical particle contacts Powders Grains 93 39-521
  • [7] Rotter JM(2012)The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions Granul. Matter. 14 505-331
  • [8] Ooi JY(2009)Numerical simulation of drained triaxial test using 3D discrete element modeling Comput. Geotech. 36 320-78
  • [9] Antony SJ(1986)The strength and dilatancy of sands Geotechnique 36 65-229
  • [10] Antony SJ(2009)Microparameters calibration for loose and cemented soil when using particle methods Int. J. Geomech. 9 217-423