Influence of surface layer bitumen on the performance evolution of base layer over service time
Source abstract
Abstract
In conjunction with the aggregates, bitumen is commonly applied for surface and base layers of asphalt pavements. A large number of studies concentrated more on the surface layer performance influenced by different types of bitumen and service time. However, the performance evolution of base layer bitumen properties influenced by surface layer bitumen over time remains understudied. To contribute to this gap, this study aims to investigate the influence of surface layer bitumen type on base layer performance with varying service time. Four road segments with two-layer structure (surface layer and base layer) serviced for 4, 6, 7 and 9 years were studied. The surface layer was paved with neat bitumen with Pen 70/100 and polymer modified bitumen (PMB), and the base layer was applied with soft bitumen with Pen 160/220. Physical properties, chemical structure, intermediate-temperature rheological properties, permanent deformation resistance, anti-rutting ability and recovery properties of the field bitumen were analysed and compared with the reference bitumen. The temperature- and frequency-dependent characteristics of asphaltic core samples, as well as the reference mixtures, were characterised. The statistical analyses were performed to quantitatively evaluate the significance of service time and bitumen type of surface layer to base layer performance using mean absolute percentage errors (MAPEs), Pearson correlation coefficient and eta squared. The results showed that the performance of the surface layer was greatly related to service time, and PMB presented better durability and anti-ageing properties than 70/100. Notably, the bitumen type of the surface layer played an important role in base layer performance except for service time, especially in penetration, phase angle and Jnr with eta squared of 0.925, 0.976 and 0.988. Moreover, the ageing speed of the base layer was highly determined by the bitumen type of the surface layer. The findings imply that a better bitumen type of surface layer can enhance the durability of both surface and base layers, resulting in significant improvement in lifespan of asphalt pavement.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Transport Systems and Technology
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (40)
Show source-provided references
1. Influence of aging on the evolution of structure, morphology and rheology of base and SBS modified bitumen10.1016/j.conbuildmat.2008.05.004 ↗
2. Characterization and molecular mechanism of the thermal-oxidative gradient aging behavior in asphalt films10.1016/j.measurement.2022.111567 ↗
3. Review of ultraviolet ageing mechanisms and anti-ageing methods for asphalt binders10.1016/j.jreng.2022.04.002 ↗
4. The mutual effect and reaction mechanism of bitumen and de-icing salt solution10.1016/j.conbuildmat.2021.124213 ↗
5. Response and Deterioration Mechanism of Bitumen under Acid Rain Erosion10.3390/ma14174911 ↗
6. Effect of ageing on bitumen chemistry and rheology10.1016/S0950-0618(01)00033-2 ↗
7. Evaluation of aging behaviors of asphalt binders through different rheological indices10.1016/j.fuel.2018.02.087 ↗
8. Improving the rutting resistance of asphalt pavement modified with the carbon nanotubes additive10.1016/j.asej.2021.02.038 ↗
9. M.Y. Fattah. Evaluation of Modified Asphalt Binder and Mixtures with Polyphosphoric Acid
10. Evaluation of field aging effects on asphalt binder properties10.1080/14680629.2006.9690058 ↗
11. S. Dreessen, J.-P. Planche, M. Ponsardin, M. Pittet, A.-G. Dumont, Durability study: field aging of conventional and polymer-modified binders, 2010.
12. Field aging effect on chemistry and rheology of asphalt binders and rheological predictions for field aging10.1016/j.fuel.2013.12.040 ↗
13. Lateral and longitudinal variations in dynamic modulus of asphalt pavement: Surface layer and base layer10.1016/j.conbuildmat.2023.131304 ↗
14. CEN, EN 14769 Bitumen and bituminous binders - Accelerated long-term ageing conditioning by a Pressure Ageing Vessel (PAV), Brussels, Belgium, 2012.
15. Anderson · 2012
16. Effect of long-term ageing on the rheological properties of rejuvenated asphalt binder10.1080/14680629.2019.1686051 ↗
17. Evaluation of age-hardening on long-term aged asphalt binders10.1016/j.conbuildmat.2021.124687 ↗
18. Comparison of ESEM and physical properties of virgin and laboratory aged asphalt binders10.1016/j.fuel.2018.08.052 ↗
19. Comparative study of RTFOT and PAV aging simulation laboratory tests10.3141/1638-07 ↗
20. The relationships between asphalt ageing in lab and field based on the neural network10.1080/14680629.2015.1020846 ↗
21. The effects of environmental aging on Colombian asphalts10.1016/j.fuel.2013.07.009 ↗
22. The influence of water on the oxidation of asphalt cements10.1016/j.conbuildmat.2014.08.064 ↗
23. Characterizing asphalt aging behaviors and rheological properties based on spectrophotometry10.1016/j.conbuildmat.2020.119401 ↗
24. Effect of aging on chemical and rheological properties of SBS modified asphalt with different compositions10.1016/j.conbuildmat.2017.06.146 ↗
25. Effects of thermal oxidative ageing on dynamic viscosity, TG/DTG, DTA and FTIR of SBS-and SBS/sulfur-modified asphalts10.1016/j.conbuildmat.2010.06.048 ↗
26. Effect of aging, testing temperature and relative humidity on adhesion between asphalt binder and mineral aggregate10.1016/j.conbuildmat.2022.129775 ↗
27. Effect of Aging on Chemical and Rheological Properties of Bitumen
28. 406-001 Aging of bituminous binders–Laboratory tests and field data
29. NPRA, Norwegan Pavement Desgin Handbook N200. Version 2018., Norwegian Public Roads Administration (2018).
30. Low temperature performances of fiber-reinforced asphalt mixtures for surface, binder, and base layers10.1016/j.coldregions.2022.103738 ↗
31. Xiaoming Huang · 2019
32. Influence of material factors on the determination of dynamic moduli and associated prediction models for different types of asphalt mixtures10.1016/j.conbuildmat.2022.130134 ↗
33. The classification and reutilisation of recycled asphalt pavement binder: Norwegian case study
34. Influence of material factors on the determination of dynamic moduli and associated prediction models for different types of asphalt mixtures10.1016/j.conbuildmat.2022.130134 ↗
35. Evaluation of Resilient Modulus and Rutting for Warm Asphalt Mixtures: A Local Study in Iraq10.3390/app122412841 ↗
36. Effect of polypropylene fibers and recycled glass on AC mixtures mechanical properties10.1007/s42947-019-0056-6 ↗
37. Characterization of various bitumen exposed to environmental chemicals
38. Comparative Study of Thermal-Oxidative Aging and Salt Solution Aging on Bitumen Performance10.3390/ma14051174 ↗
39. In-field aging process of high content SBS modified asphalt in porous pavement10.1016/j.polymdegradstab.2018.07.023 ↗
40. Lateral and longitudinal variations in dynamic modulus of asphalt pavement: Surface layer and base layer10.1016/j.conbuildmat.2023.131304 ↗