Abstract

Waste tire pyrolysis has the advantages of economy, environmental protection, and high energy conversion rate; however, there is little research on the application of pyrolysis carbon black (PCB), which accounts for a high percentage of pyrolysis products, in asphalt and asphalt mixtures. The objectives of this study were to investigate the effect of PCB ash on the physical properties of asphalt binders, the effect of coupling treatment on the dispersibility of PCB-modified asphalt, and the effect of mixing process on the road properties of PCB asphalt mixtures. The physical properties of co-pyrolytic carbon black (CPCB) and low-temperature vacuum pyrolytic carbon black (VPCB) blended with 70# base asphalt and styrene-butadiene-styrene (SBS)–modified asphalt (SBSMA) were evaluated. Mechanisms behind the differences in the dispersion of CPCB in asphalt were revealed. In addition, the road performance of different PCB asphalt mixtures was compared. The results indicate that the optimum admixtures of VPCB and CPCB in 70# base asphalt are recommended to be 20% and 10%–15%, respectively, and the optimum admixtures of VPCB and CPCB in SBSMA are 10%–25% and 10%–20%, respectively. Acid washing reduces the ash content of the CPCB surface, and coupling agent can promote the dispersion of CPCB in asphalt. The wet-prepared CPCB-modified asphalt mixtures showed overall better road performance than the dry-prepared ones. Dry CPCB asphalt mixtures with 50% cement instead of equal mass of mineral powder have the potential to replace the wet process.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The Science and Technology Project of the Department of Transportation of Jiangxi Province (No. 2020H0023), Changsha University of Science and Technology Graduate Research Innovation Project (CXCLY2022013), Transportation Technology Project of the Department of Transport of Hubei Province (No. 2022-11-1-10), and Scientific Research Program of Hunan Provincial Department of Education (22B0984) are acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 11November 2023

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Received: Sep 22, 2022
Accepted: Mar 17, 2023
Published online: Aug 23, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 23, 2024

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Youwei Gan, Ph.D. [email protected]
School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Chuangmin Li [email protected]
Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author). Email: [email protected]
Anqi Chen, Ph.D. [email protected]
State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Wuhan 430070, China. Email: [email protected]
Yuanyuan Li [email protected]
Associate Professor, School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430205, China. Email: [email protected]
Xiaofei Meng [email protected]
Assistant Engineer, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Qinhao Deng [email protected]
Master’s Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Associate Professor, School of Road and Bridge Engineering, Hunan Communication Engineering Polytechnic, Changsha 410132, China. Email: [email protected]
Assistant Research Fellow, Key Laboratory of Special Equipment Safety Testing Technology of Zhejiang Province, National Quality Supervision and Inspection Center of Special Metal Structural Materials, Hangzhou 310000, China. Email: [email protected]

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