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Analysis of long-term performance and snowmelt capacity of anti-freezing asphalt pavement
Wu, Shujuan1,2; Zheng, Mulian2; Liu, Qing3; Zhou, Wen4; Li, Yifeng5; Ma, Zonghui6
刊名Advances in Civil Engineering Materials
2020
卷号9期号:1页码:683-710
关键词Asphalt pavements Backpropagation Dissolution Fillers Freezing Melting Mixtures Neural networks Snow Stability Temperature Tensile strain Tensile strength Back propagation neural networks High temperature stability Long term performance Low temperature crack resistances Regression coefficient Soaking temperature Stone matrix asphalt Tensile strength ratios
ISSN号23791357
DOI10.1520/ACEM20200026
英文摘要Anti-Freezing Asphalt Pavement (AFAP) has good snow-melting performance and is used widely in many countries around the world. The objective of this study was to analyze AFAP's long-term performance and predict its snow-melting ability. Two types of anti-freezing stone matrix asphalt (SMA) mixtures (SMA-13 with Iceguard and SMA-13 with Mafilon) were prepared with the Marshall method. Water stability, high-temperature stability, low-temperature crack resistance, and freeze-thaw split tests were conducted to evaluate mixtures' performance. Meanwhile, the effect of anti-freezing filler, asphalt content, and soaking temperature on the salt dissolution of anti-freezing asphalt mixtures was analyzed, and the snow-melting ability of AFAP was predicted based on the Back Propagation (BP) neural network. The results illustrated that water stability of anti-icing asphalt mixture reduced, and the dynamic stability after short-term aging was improved. The tensile strain and tensile strength ratio of the anti-icing asphalt mixture reduced after long-term aging and soaking in water. In addition, the salt dissolution rate increased with the increase of anti-freezing filler content and the decrease of asphalt content. The research conducted suggests that the BP Neural Network can be utilized to predict the snow-melting ability of the anti-freezing asphalt mixture, and the regression coefficient of the predicted and measured salt dissolution was higher. Copyright © 2020 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959
WOS研究方向Materials Science
语种英语
出版者ASTM International
WOS记录号WOS:000600069700001
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/151093]  
专题土木工程学院
作者单位1.School of Civil Engineering, Lanzhou University of Technology, No. 287, Langongping Rd., Qilihe District, Lanzhou, Gansu; 730050, China;
2.Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Middle Section of South Erhuan, Xi'an, Shaanxi; 710064, China;
3.Guangdong Nanyue Transportation Investment and Construction Co., Ltd., No. 27 Baiyun Rd., Guangzhou; 510000, China;
4.Anhui Transport Consulting and Design Institute Co., Ltd., No. 180, Xiangzhang Ave., High-tech Zone, Hefei; 230088, China;
5.Highway Administration Bureau of Rizhao City, 7 Yantai Rd., Rizhao, Shandong; 276826, China;
6.Highway Administration Bureau of Dezhou City, 1255 Mid Dongfeng Rd., Decheng District, Dezhou, Shandong; 253006, China
推荐引用方式
GB/T 7714
Wu, Shujuan,Zheng, Mulian,Liu, Qing,et al. Analysis of long-term performance and snowmelt capacity of anti-freezing asphalt pavement[J]. Advances in Civil Engineering Materials,2020,9(1):683-710.
APA Wu, Shujuan,Zheng, Mulian,Liu, Qing,Zhou, Wen,Li, Yifeng,&Ma, Zonghui.(2020).Analysis of long-term performance and snowmelt capacity of anti-freezing asphalt pavement.Advances in Civil Engineering Materials,9(1),683-710.
MLA Wu, Shujuan,et al."Analysis of long-term performance and snowmelt capacity of anti-freezing asphalt pavement".Advances in Civil Engineering Materials 9.1(2020):683-710.
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