A particle-tracking method for experimental investigation of kinematics of sand particles under triaxial compression

被引:69
作者
Cheng, Zhuang [1 ]
Wang, Jianfeng [1 ]
机构
[1] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong, Hong Kong, Peoples R China
基金
美国国家科学基金会;
关键词
Particle kinematics; Particle tracking; Granular materials; X-ray micro-tomography; Tracking criteria; DIGITAL IMAGE CORRELATION; X-RAY TOMOGRAPHY; COMPUTED-TOMOGRAPHY; ROLLING RESISTANCE; GRANULAR-MATERIALS; LOCALIZED DEFORMATION; 3D CHARACTERIZATION; VOID RATIO; MU-CT; SHEAR;
D O I
10.1016/j.powtec.2017.12.071
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Particle kinematics including particle translation and particle rotation, plays a very important role in the shearing behavior of granular soils. In this study, a particle-tracking method based on particle volume (or particle surface area) is presented in detail and applied to the acquisition of particle kinematics of a uniformly graded sands undergoing shearing in a mini-triaxial apparatus using the X-ray synchrotron radiation technique. The effectiveness of this method, and the effects of different tracking criteria (i.e., particle volume and particle surface area) and tracking parameters on its tracking performance are examined. It is found that the particle tracking based on the two tracking criteria provides consistent results of particle kinematics with high accuracy, given that appropriate tracking parameters are used. The presented particle-tracking approach and the research findings will be useful for the measurement and quantification of particle-scale kinematics of granular materials. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:436 / 451
页数:16
相关论文
共 52 条
[1]   Assessment of rolling resistance models in discrete element simulations [J].
Ai, Jun ;
Chen, Jian-Fei ;
Rotter, J. Michael ;
Ooi, Jin Y. .
POWDER TECHNOLOGY, 2011, 206 (03) :269-282
[2]   Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography [J].
Alikarami, R. ;
Ando, E. ;
Gkiousas-Kapnisis, M. ;
Torabi, A. ;
Viggiani, G. .
ACTA GEOTECHNICA, 2015, 10 (01) :15-30
[3]   Spatial variation of void ratio and shear band thickness in sand using X-ray computed tomography [J].
Alshibli, K. A. ;
Hasan, A. .
GEOTECHNIQUE, 2008, 58 (04) :249-257
[4]  
ALSHIBLI K.A, 2016, J GEOTECH GEOENVIRON, V143
[5]   Experimental micro-mechanics of granular media studied by x-ray tomography: recent results and challenges [J].
Ando, E. ;
Viggiani, G. ;
Hall, S. A. ;
Desrues, J. .
GEOTECHNIQUE LETTERS, 2013, 3 :142-146
[6]   Grain-scale experimental investigation of localised deformation in sand: a discrete particle tracking approach [J].
Ando, Edward ;
Hall, Stephen A. ;
Viggiani, Gioacchino ;
Desrues, Jacques ;
Besuelle, Pierre .
ACTA GEOTECHNICA, 2012, 7 (01) :1-13
[7]  
[Anonymous], 1979, Proceedings of the International Workshop on Image Processing
[8]   INVESTIGATION OF FLOW OF GRANULAR MATERIALS [J].
BRANSBY, PL ;
BLAIRFIS.PM ;
JAMES, RG .
POWDER TECHNOLOGY, 1973, 8 (5-6) :197-206
[9]   PITRE: software for phase-sensitive X-ray image processing and tomography reconstruction [J].
Chen, Rong-Chang ;
Dreossi, Diego ;
Mancini, Lucia ;
Menk, Ralf ;
Rigon, Luigi ;
Xiao, Ti-Qiao ;
Longo, Renata .
JOURNAL OF SYNCHROTRON RADIATION, 2012, 19 :836-845
[10]   3D evolution of sand fracture under 1D compression [J].
Cil, M. B. ;
Alshibli, K. A. .
GEOTECHNIQUE, 2014, 64 (05) :351-364