2017
DOI: 10.1080/14680629.2017.1396236
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Influence of particle shape on aggregate mixture’s performance: DEM results

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Cited by 35 publications
(8 citation statements)
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“…Most frequently, the type and general strength properties of the feed are taken into consideration at the starting point of the optimization approach. However, results of various investigations show that particle shape of aggregate product [25,26] significantly influences the qualitative characteristics of concrete mixes and cement mortals with adding of such aggregate. It is, however, worth mentioning that the problem of control the crushing products characteristics-is the subject of many studies.…”
Section: Problem Significance and Research Motivationmentioning
confidence: 99%
“…Most frequently, the type and general strength properties of the feed are taken into consideration at the starting point of the optimization approach. However, results of various investigations show that particle shape of aggregate product [25,26] significantly influences the qualitative characteristics of concrete mixes and cement mortals with adding of such aggregate. It is, however, worth mentioning that the problem of control the crushing products characteristics-is the subject of many studies.…”
Section: Problem Significance and Research Motivationmentioning
confidence: 99%
“…In order to contain all possible proportions of coarse aggregates from 2.36 mm to maximum particle size, the recommended range of each particle size group was summarized on the basis of Chinese Construction Specification JTG F40-2004 [31], including various common gradation types: asphalt concrete (AC), asphalt macadam (AM), open graded friction course (OGFC) and stone mastic asphalt (SMA). In this way, the maximum possible gradation scopes of different maximum nominal particle sizes are obtained finally, as shown in Tables 1 and 2.…”
Section: Determination Of Possible Gradation Scopementioning
confidence: 99%
“…To simplify the micromechanical modeling of LTPAs, the mix was divided into three different individual constituents: (i) Coarse aggregate particles larger than 2.0 mm, (ii) asphalt mortar, and (iii) air voids. Considering that the shape of the coarse aggregates, which formed the aggregate skeleton in the mix, has a major impact on mix compaction and performance [22][23][24], five different particles with complex geometries ( Figure 3) were developed to compose the PA 0/16 material. The shape of each aggregate particle was randomly chosen from these five shapes.…”
Section: Micromechanical Modeling Of Asphalt MIXmentioning
confidence: 99%