Liu, H.; Xu, B.; Wang, H.; Gao, A.; Yu, X.; Ping, S.; Zhang, S. Drainage Performance of Long Longitudinal Slope and High Safety Permeable Asphalt Pavement. Buildings2023, 13, 2955.
Liu, H.; Xu, B.; Wang, H.; Gao, A.; Yu, X.; Ping, S.; Zhang, S. Drainage Performance of Long Longitudinal Slope and High Safety Permeable Asphalt Pavement. Buildings 2023, 13, 2955.
Liu, H.; Xu, B.; Wang, H.; Gao, A.; Yu, X.; Ping, S.; Zhang, S. Drainage Performance of Long Longitudinal Slope and High Safety Permeable Asphalt Pavement. Buildings2023, 13, 2955.
Liu, H.; Xu, B.; Wang, H.; Gao, A.; Yu, X.; Ping, S.; Zhang, S. Drainage Performance of Long Longitudinal Slope and High Safety Permeable Asphalt Pavement. Buildings 2023, 13, 2955.
Abstract
Permeable asphalt pavement refers to an asphalt mixture layer with an air void content of more than 18% and internal water permeability and drainage capabilities, which can quickly drain away water on the road surface, improve rainy day travel safety and ride comfort. This paper aims to explore the optimal asphalt mixture mix design for long longitudinal slope roads. By using CT scanning technology to analyze the air void content of different rotated and compacted asphalt mixture specimens, and extensively testing and evaluating the performance of permeable pavement mixtures, the following conclusions are drawn: Based on the research philosophy of functional integration, a new asphalt mixture gradation suitable for long longitudinal slope roads is proposed, with the optimal key factor composition being: 0.075mm passing rate of 7%, 2.36mm passing rate of 20%, 9.5mm passing rate of 55%, and oil-stone ratio of 4.8%. The FAM mixture was divided into three parts for air void analysis, with the upper part having a slightly higher air void content than the lower part. The air void distribution diagram of the FAM mixture is concave, with higher air void rate curves on both sides and a lower middle curve. Compared with laboratory dry measurement method, CT scanning test showed slightly higher air void content in specimens. Through dynamic modulus testing, the strength requirement for road asphalt mixture in pavement structure design was evaluated. It was found that at high temperature conditions (50℃), the minimum dynamic modulus value of the FAM mixture was 323 MPa, with a peak value of 22746MPa at a temperature of -10℃ and a frequency of 25HZ. The dynamic modulus value at high temperature conditions is lower than at low temperature conditions, while the dynamic modulus value at high frequency conditions is higher than at low frequency conditions. This study provides useful information and experimental data for the design of new asphalt mixtures for long longitudinal slope roads, and has conducted in-depth research on the air void distribution and performance of the mixture, providing strong support for related research fields and practical applications.
Keywords
long longitudinal slope; permeable pavement; porosity; road performance
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
