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 |
DOI | 10.1520/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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