Technical Papers
Dec 24, 2019

Performance Characteristics of Cold-Mixed Porous Friction Course with Composite-Modified Emulsified Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 3

Abstract

A cold-mixed porous friction course (PFC) with waterborne epoxy resin/polyurethane composite-modified emulsified asphalt was prepared to improve the skid resistance and durability of pavement in hot and rainy areas. The technical parameters of the different structural layers of the cold-mixed PFC were determined. The high-temperature performance, abrasion resistance, water stability, and permeability of the cold-mixed PFC wear layer were investigated systematically. The skid resistance of the cold-mixed PFC wear layer, microsurfacing, and chip seal under different rainfall conditions was compared, and the open traffic time of cold-mixed PFC construction was analyzed. The results showed that the wear layer of cold-mixed PFC exhibited excellent high-temperature performance, abrasion resistance, water stability, and permeability. The skid resistance of the cold-mixed PFC wear layer was less affected by rainfall. When the rainfall intensity was 35  mL/s/m2, the British pendulum number (BPN) values of the wear layer of cold-mixed PFC-5 and PFC-8 were 66 and 73 BPN, respectively. The early strength of the different structural layers of cold-mixed PFC forms quickly, which can ensure the rapid opening of traffic after construction.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

This work is supported by the Fundamental Research Funds for the Central Universities (Program Nos. 300102218304, 300102219314), the Study on Safety Evaluation and Prevention Technology of Highway Skid resistance in Southern Rainy Area (Program No. 220021170007), the Science and Technology Planning Project of Shandong Transportation Department (Program No. 2018B50), the Transportation Science and Technology Development Plan in Tianjin Municipality of China (Program No. 2017A-12), and the Science and Technology Project of Henan Transportation Department (Program No. 2018J8). That sponsorship and interest are gratefully acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 3March 2020

History

Received: Mar 4, 2019
Accepted: Jul 29, 2019
Published online: Dec 24, 2019
Published in print: Mar 1, 2020
Discussion open until: May 24, 2020

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Guolin Yang, Ph.D. [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Middle-section of Nan'er Huan Rd., Xi’an, Shaanxi 710064, China; Engineer, China Merchants Expressway Network & Technology Holdings, No. 118 Jianguo Rd., Chaoyang District, Beijing 100022, China. Email: [email protected]
Chaohui Wang [email protected]
Professor, School of Highway, Chang’an Univ., Middle-section of Nan'er Huan Rd., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
Penghui Wen [email protected]
Research Fellow, School of Highway, Chang’an Univ., Middle-section of Nan'er Huan Rd., Xi’an, Shaanxi 710064, China. Email: [email protected]
Weiyong Yin [email protected]
Junior Engineer, Henan Provincial Communications Planning & Design Institute, Zhengkai Ave. and Zeyu St. Intersection, Zhengzhou, Henan 451450, China. Email: [email protected]

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