Experimental Study on Pavement Performance of Warm High Modulus Mixture WHMM-13

Authors

DOI:

https://doi.org/10.7250/bjrbe.2024-19.640

Keywords:

anti-reflection crack performance, dynamic modulus, fatigue performance, road works, pavement performance, warm high modulus mixture

Abstract

In order to solve the dusting and rutting problems of hot mix asphalt mixture during construction and operation, rutting test, bending test, Marshall stability test, freeze-thaw splitting test, uniaxial compression dynamic modulus test, overlay test, and four-point bending fatigue life test are applied on WHMM-13 to study the high-temperature stability, low-temperature cracking resistance, water stability, anti-reflection crack performance and fatigue durability in comparison with HMM-13. The results show that, compared to HMM-13, the dynamic stability and dynamic modulus (45 ℃, 10 Hz) of WHMM- 13 are improved by 10.0% and 47% respectively, and the rutting depth is reduced by 27.3%, indicating that the high temperature stability of WHMM-13 has been greatly improved. As for low temperature cracking resistance, the bending failure strain, stiffness modulus, flexural tensile strength and rupture energy of WHMM-13 are slightly lower than those of HMM-13. As for water stability, the residual stability of WHMM-13 in immersion Marshall test is 87.5%, and the splitting strength is 82.3%, both higher than that of HMM-13. As for anti-reflection crack performance, the total tensile rupture energy of WHMM-13 is 2.32 times that of HMM-13, with cracking resistance index (CRI) increased by 25%, which shows that WHMM-13 has better strength, can effectively prevent the crack from spreading and effectively improve the cracking resistance capacity of asphalt pavement. As for fatigue durability, the fatigue life of WHMM-13 is 5.4% lower than that of HMM-13, with bending stiffness modulus and cumulative dissipation energy reduced by 11.3% and 2.8% respectively, indicating that the fatigue durability of WHMM-13 is slightly reduced.

Supporting Agencies
National Key R&D Program of China under Grant [2021YFB1600300]

References

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Published

24.09.2024

How to Cite

Zhou, S., Zhang, H., Jia, J., Zhao, M., Ai, Q., & Tong, L. (2024). Experimental Study on Pavement Performance of Warm High Modulus Mixture WHMM-13. The Baltic Journal of Road and Bridge Engineering, 19(3), 1-16. https://doi.org/10.7250/bjrbe.2024-19.640