A nonlinear particle packing model for multi-sized granular soils

被引:20
|
作者
Liu, Zhang-Rong [1 ]
Ye, Wei-Min [1 ,2 ]
Zhang, Zhao [1 ]
Wang, Qiong [1 ,3 ]
Chen, Yong-Gui [1 ]
Cui, Yu-Jun [1 ,4 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[3] Tongji Univ, Inst Adv Study, Shanghai 200092, Peoples R China
[4] Ecole Ponts ParisTech, Lab Navier, Champs Sur Marne, France
关键词
Granular soils; Void ratio; Particle packing model; Particle interactions; Particle size distribution; VIBRATORY COMPACTION; DENSITY MODEL; MIXTURES; AGGREGATE; POROSITY; PREDICTION; BEHAVIOR; MAXIMUM; RATIO;
D O I
10.1016/j.conbuildmat.2019.06.075
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most of the existing particle packing models were linear or only applicable for binary-size/ternary-size mixtures. In this study, based on the concept of dominant size class, a nonlinear packing model was developed allowing prediction of the void ratio of granular soils with arbitrary particle size distributions. Only two parameters (filling coefficient and embedment coefficient) were incorporated in the proposed model. Calibrations showed that both parameters were related to the particle size ratios between the dominant and non-dominant size classes. The model was verified using the experimental results on the crushed pellets of GMZ bentonite and several other granular materials from literature. Good agreement was obtained between the predictions and measurements, showing the performance of the proposed model. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:274 / 282
页数:9
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