Modeling the relationship between the shape and flowing characteristics of processed sands

被引:9
作者
Tierrie, Jerome [1 ]
Baaj, Hassan [2 ]
Darmedru, Pierre [1 ]
机构
[1] Lafarge Holcim Res Ctr, 95 Rue Montmurier, F-38291 St Quentin Fallavier, France
[2] Univ Waterloo, Fac Engn, Dept Civil & Environm Engn, Ctr Pavement & Transportat Technol CPATT, 200 Univ Ave West, Waterloo, ON N2L 3G1, Canada
关键词
Sand flow test; Shape; Sand; Aggregates; Discharge; Beverloo; Image analyses; DISCHARGE CHARACTERISTICS; POLYDISPERSE POWDERS; CONICAL HOPPERS; PREDICTIONS; MIXTURES; RATES;
D O I
10.1016/j.conbuildmat.2015.11.046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The quality of processed sands is a critical issue for several construction applications (asphalt mixes, concrete, granular layers). The sand flow test is commonly used to control this quality. High accuracy video capturing equipment is now also used to characterize the shape of aggregates. The objective of this study is to model the relationship between the actual shape of sand particles, measured using a video-capturing equipment, to the sand's flowing time in a hopper, in order to eliminate the need for sand flow laboratory measurements. Several samples of processed and natural sands were tested using on the sand flow test equipment used in the European standards. The shape of the particles was then analyzed using a video-capturing equipment. A simple empirical relation was found between the shape factor of particles by Beverloo's law and the actual shape of particles, characterized by a shape index defined in this study. The results were then confronted with the sand test equipment specified in the ASTM standards, to validate this empirical relation. The coefficients in this new relation had to be experimentally determined according to definition of the particle's diameter, the video system, and the sand flow test equipment. The discharge coefficient was also taken into consideration. This is mainly experimental work; the physical explanation of this relation would have to be analyzed in greater depth in the future. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:235 / 246
页数:12
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