journal article·2024-07Open access

Research on asphalt surface layer performance over service time and establishment of ageing model for in-service bitumen under Norwegian conditions

Xuemei Zhang, Rabbira Garba Saba, Hao Chen, Inge Hoff, Jianan Liu, Fusong Wang

Abstract

Asphalt surface layer as one of the significant pavement layers is directly withstanding traffic loading and external service conditions, and its performance highly determines the life cycle cost of asphalt pavements. Bitumen ageing is an unavoidable process for asphalt surface layer, and it shortens the service life and increases the risk of distress of asphalt pavements. A large number of studies have been conducted on the consequences of asphalt surface layer ageing under ambient environmental conditions. However, the development of asphalt mixture performance under Norwegian conditions and ageing model for the in-service bitumen have not been extensively investigated. Therefore, this work aims to investigate asphalt surface layer performance over service time and establish ageing model for the in-service bitumen. To achieve this goal, core samples acquired from the field and bitumen extracted from in-service field cores were analysed by comparing them with reference bitumen and asphalt mixtures. The physical, chemical, viscoelastic and performance grade variables of the bitumen were characterised, as well as the dynamic modulus and density of asphalt mixtures. The ageing models for bitumen property parameters were established using bitumen type, service time and average annual temperature as independent variables after statistical data processing. As a result, a good agreement between predicted values and measured values of property parameters was achieved because of the high accuracy of prediction of the ageing model. The proposed ageing model for bitumen under Norwegian conditions is beneficial for predicting bitumen properties at specific service time.
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 (43)

Show source-provided references
1. Effects of oxidative aging on asphalt mixture properties10.3141/2296-08 ↗
2. The classification and reutilisation of recycled asphalt pavement binder: Norwegian case study
3. Yang Hsien Huang, Pavement analysis and design, 1993.
4. State of the art report on ageing test methods for bituminous pavement materials10.1080/1029843042000198568 ↗
5. Comparative study of thermal-oxidative aging and salt solution aging on bitumen performance10.3390/ma14051174 ↗
6. Effect of polypropylene fibers and recycled glass on AC mixtures mechanical properties10.1007/s42947-019-0056-6 ↗
7. Sustainable recovery of waste vegetable cooking oil and aged bitumen: optimized modification for short and long term aging cases10.1016/j.wasman.2020.05.012 ↗
8. Characterization of various bitumen exposed to environmental chemicals
9. Rheological characteristics of unaged and aged epoxidised natural rubber modified asphalt10.1016/j.conbuildmat.2015.10.133 ↗
10. Effect of ageing on bitumen chemistry and rheology10.1016/S0950-0618(01)00033-2 ↗
11. The effect of water solution erosion on rheological, cohesion and adhesion properties of asphalt10.1016/j.conbuildmat.2020.118465 ↗
12. Analysis of mechanism and time-temperature equivalent effects of asphalt binder in short-term aging10.1016/j.conbuildmat.2019.04.197 ↗
13. Yuanyuan Li, Jianlin Feng, Shaopeng Wu, Anqi Chen, Dongliang Kuang, Yangming Gao, Jizhe Zhang, Linglin Li, Liyao Wan, Quantao Liu, Review of ultraviolet ageing mechanisms and anti-ageing methods for asphalt binders, Journal of Road Engineering (2022).
14. The mutual effect and reaction mechanism of bitumen and de-icing salt solution10.1016/j.conbuildmat.2021.124213 ↗
15. Evaluation of road performance and adhesive characteristic of asphalt binder in salt erosion environment10.1016/j.mtcomm.2020.101593 ↗
16. Response and deterioration mechanism of bitumen under acid rain erosion10.3390/ma14174911 ↗
17. Long-term ageing of asphalt mixtures10.1080/14680629.2016.1266739 ↗
18. State of the art: multiscale evaluation of bitumen ageing behaviour10.1016/j.fuel.2022.125045 ↗
19. Towards a microstructural model of bitumen ageing behaviour10.1080/10298436.2014.993192 ↗
20. A new short-term aging model for asphalt binders based on rheological activation energy10.1617/s11527-019-1364-7 ↗
21. Modelling effects of aging on asphalt binder fatigue using complex modulus and the LAS test10.1016/j.ijfatigue.2021.106150 ↗
22. A novel approach to understanding asphalt binder aging behavior using asphaltene proportion as a performance indicator10.1520/JTE20140490 ↗
23. The prediction of bitumen properties based on FTIR and multivariate analysis methods10.1016/j.fuel.2017.07.048 ↗
24. Field calibration and validation of a pavement aging model
25. Y.Richard Kim, Cassie Castorena, Michael Dawoud Elwardany, Farhad Yousefi Rad, Shane Underwood, Gundla Akshay, Padmini Gudipudi, Michael J Farrar, Ronald R Glaser, Long-term aging of asphalt mixtures for performance testing and prediction, (2018).
26. The impact of ageing on the bitumen stiffness modulus using the cam model10.3846/bjrbe.2018.386 ↗
27. 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 ↗
28. Rational performance indicators to evaluate asphalt materials’ aging characteristics10.1061/(ASCE)MT.1943-5533.0001681 ↗
29. National Cooperative Highway Research Program, Guide for mechanistic-empirical design of new and rehabilitated pavement structures, National Cooperative Highway Research Program 1–37 A (2004).
30. Development of a rheology-based mixture aging model for asphalt material cracking performance evaluation10.1617/s11527-021-01743-5 ↗
31. Cen, E.N. 12697–26 bituminous mixtures Test methods - Part 26: Stiffness, Brussels, Belgium, 2018.
32. Cen, E.N. 1426 Bitumen and bituminous binders - Determination of the softening point - Ring and Ball method, Brussels, Belgium, 2015.
33. Cen, E.N. 1426 Bitumen and bituminous binders - Determination of needle penetration, Brussels, Belgium, 2015.
34. Reliability of calculation of dynamic modulus for asphalt mixtures using different master curve models and shift factor equations10.3390/ma15124325 ↗
35. Comparative study of indirect tensile test and uniaxial compression test on asphalt mixtures: dynamic modulus and stress-strain state10.1016/j.conbuildmat.2022.130187 ↗
36. Cen, E.N. 12697–26 bituminous mixtures Test methods - Part 6: Determination of bulk density of bituminous specimens, Brussels, Belgium, 2020.
37. Influence of aging on the evolution of structure, morphology and rheology of base and SBS modified bitumen10.1016/j.conbuildmat.2008.05.004 ↗
38. Investigation of aging performance of SBS modified asphalt with various aging methods10.1016/j.conbuildmat.2017.04.055 ↗
39. FTIR and rheology analysis of aging on different ultraviolet absorber modified bitumens10.1016/j.conbuildmat.2016.04.040 ↗
40. Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: application to road bitumens10.1016/S0016-2361(00)00121-6 ↗
41. Dynamic modulus and phase angle prediction of laboratory aged asphalt mixtures10.1016/j.conbuildmat.2018.09.160 ↗
42. Lateral and longitudinal variations in dynamic modulus of asphalt pavement: Surface layer and base layer10.1016/j.conbuildmat.2023.131304 ↗
43. Understanding the bitumen ageing phenomenon: a review10.1016/j.conbuildmat.2018.10.169 ↗