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Indices relation and statistical probability analysis of physical and mechanical performance of asphalt mixtures
Guo, Rui3,4; zhou, Fei2; Nian, Tengfei1
刊名Case Studies in Construction Materials
2022-06-01
卷号16
关键词Aggregates Asphalt mixtures Asphalt pavements Deformation Minerals Mixtures Normal distribution Stability Weibull distribution Air voids Bulk volume Distribution-functions Mechanical indexes Physical indices Probability analysis Relative density Road engineering Statistical probability Statistical probability analyse
ISSN号2214-5095
DOI10.1016/j.cscm.2022.e01091
英文摘要Rutting deformation is one of the most prominent diseases in asphalt pavement's early damage. In this paper, it analyzes the relation and their distribution law between Marshall stability and the physical and mechanical indices of asphalt mixtures based upon a correlation analysis and statistical principles, which is to find the reasonable range of rutting performance design parameters of asphalt pavement. The results showed that the asphalt mixture's stability increased with the increase in bulk volume relative density and asphalt saturation, but decreased with the increase in the percent of air-voids and the voids in the mineral aggregate. The optimal fitting function of bulk volume relative density and asphalt saturation for AC-13 asphalt mixture follows a Weibull distribution, that of Marshall stability and air-voids follows a Gamma distribution, and that of percent voids in the mineral aggregate and flow value follows a Lognormal distribution. For a GAM-16 asphalt mixture, the optimal fitting function of bulk volume relative density and Marshall stability follows the Weibull distribution, the optimal fitting function of air-voids follows a Gamma distribution, that of flow value and percent voids in the mineral aggregate follows a Lognormal distribution, and asphalt saturation follows a Normal distribution. It is recommended that AC-13 asphalt mixtures'bulk volume relative density ranges from 2.272.38 g·cm3, the air-voids ranges from 3.46.0%, and GAM-16 asphalt mixtures'bulk volume relative density ranges from 2.292.37 g·cm3, the voids in mineral aggregate ranges from 1718.17%, the asphalt saturation ranges from 7582.13%, which can provide a reference for in-depth understanding of the deformation characteristics and construction of highways’ pavement in similar areas. © 2022
语种英语
出版者Elsevier Ltd
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/158387]  
专题土木工程学院
作者单位1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou; 730050, China
2.School of Civil Engineering and Architecture, Hubei University of Arts and Science, Xiangyang; 441053, China;
3.Institute of Geotechnical and Highway EngineeringShaanxi University of Technology, Hanzhong; 723000, China;
4.School of Civil Engineering and Architecture, Shaanxi University of Technology, Hanzhong; 723000, China;
推荐引用方式
GB/T 7714
Guo, Rui,zhou, Fei,Nian, Tengfei. Indices relation and statistical probability analysis of physical and mechanical performance of asphalt mixtures[J]. Case Studies in Construction Materials,2022,16.
APA Guo, Rui,zhou, Fei,&Nian, Tengfei.(2022).Indices relation and statistical probability analysis of physical and mechanical performance of asphalt mixtures.Case Studies in Construction Materials,16.
MLA Guo, Rui,et al."Indices relation and statistical probability analysis of physical and mechanical performance of asphalt mixtures".Case Studies in Construction Materials 16(2022).
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