Abstract

Cold-mixed epoxy asphalt (CEA) is an emerging energy-saving and environment-friendly material for steel bridge decks, overload roads, and airfield pavement. Occasionally, CEA suffers from impact with high strain rates, which will be extremely detrimental to the pavement’s safety and stability. Since little research deals with this dynamic mechanical behavior, this study aims to clarify the dynamic mechanical performance of CEA mixtures (CEAM) under high strain rates. First, this study evaluated the quasi-static strength evolution by Marshall stability tests. The Marshall stability of CEAM more than quadrupled within the first 20 h and 1.6 times up again when exposed at 60°C, while its flow value showed the opposite trend. Then, the dynamic mechanical behavior under different high strain rates and temperatures was investigated by split Hopkinson pressure bar tests. Results showed that the peak strain rate (146316  s1) was 1.7–2.0 times greater than the average strain rate (84162  s1). The strain–stress curves became steep as the temperature and the pressure ascended. Under the same test conditions, the peak stress and the peak dynamic modulus of CEAM were 1.7 times larger than that of cement concrete. CEAM absorbed more energy below 25°C than 60°C. All the CEAM had binder failure, and the crushed specimens had aggregates broken. The constitutive model of CEAM was established based on the statistical damage theory and the modified Weibull distribution function. Besides, multiparametric regression analysis proved a demarcation point during the impact.

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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

This work was supported by the Postgraduate Research & Practice Innovation Program of Jiangsu Province (Grant No. KYCX22_0617) and the National Natural Science Foundation of China (Grant Nos. 52078191 and 52008156).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 5May 2023

History

Received: May 12, 2022
Accepted: Aug 16, 2022
Published online: Feb 26, 2023
Published in print: May 1, 2023
Discussion open until: Jul 26, 2023

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Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. ORCID: https://orcid.org/0000-0002-6853-5664. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. Email: [email protected]
Gongying Ding, Ph.D. [email protected]
Research Assistant, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. Email: [email protected]
Jingjing Si [email protected]
Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China (corresponding author). Email: [email protected]
Mingzhen Zhang [email protected]
Graduate Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. Email: [email protected]
Graduate Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, China. Email: [email protected]

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