Evaluation of particle packing models by comparing with published test results

被引:47
作者
Chan, K. W. [1 ]
Kwan, A. K. H. [1 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China
来源
PARTICUOLOGY | 2014年 / 16卷
关键词
Packing density; Particle packing models; Particle interactions; SPHERICAL-PARTICLES; MIXTURES; POROSITY;
D O I
10.1016/j.partic.2013.11.008
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The existing particle packing density models each with two or more parameters accounting for certain particle interactions (the loosening effect parameter, wall effect parameter, wedging effect parameter, and compaction index, denoted by a, b, c, and K, respectively) may be classified into the 2-parameter model (with a and b incorporated), the compressible model (with a, b, and K incorporated), and the 3-parameter model (with a, b, and c incorporated). This paper evaluates these models by comparing their respective packing density predictions with the test results published in the literature. It was found that their accuracy varies with both the size ratio and volumetric fractions of the binary mix. In general, when the size ratio is larger than 0.65, all the packing models are sufficiently accurate. However, when the size ratio is smaller than 0.65, some of them become inaccurate and the errors tend to be larger at around the volumetric fractions giving maximum packing density. Relatively, the 3-parameter model is the most accurate and widely applicable. (C) 2014 Published by Elsevier B.V. on behalf of Chinese Society of Particuology and Institute of Process Engineering, Chinese Academy of Sciences.
引用
收藏
页码:108 / 115
页数:8
相关论文
共 17 条
[1]  
Aim R.B., 1967, POWDER TECHNO, P281, DOI [10.1016/0032-5910(68)80006-3, DOI 10.1016/0032-5910(68)80006-3]
[2]  
Alexander M., 2005, Aggregates in Concrete
[3]  
de Larrard F., 1999, Concrete mixture proportioning: A scientific approach
[4]  
Dewar J. D, 1999, ACI MATER J, V94, P435
[5]  
Johansen V., 1989, Material Science of Concrete, VII, P111
[6]   Comparison of particle packing models for proportioning concrete constituents for minimum voids ratio [J].
Jones, MR ;
Zheng, L ;
Newlands, MD .
MATERIALS AND STRUCTURES, 2002, 35 (249) :301-309
[7]   A 3-parameter particle packing model incorporating the wedging effect [J].
Kwan, A. K. H. ;
Chan, K. W. ;
Wong, V. .
POWDER TECHNOLOGY, 2013, 237 :172-179
[8]   MECHANICAL PACKING OF SPHERICAL PARTICLES [J].
MCGEARY, RK .
JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1961, 44 (10) :513-522
[9]  
Powers T. C., 1968, CHEM PROCESS ENG-INZ, V49, P103
[10]   POROSITY OF PARTICULATE MIXTURES [J].
STANDISH, N ;
BORGER, DE .
POWDER TECHNOLOGY, 1979, 22 (01) :121-125