journal article·2026-07Open access

Performance of asphalt anti-aging agents under coupled temperature-humidity-irradiance conditions – A case study in Ningxia, China

Zhitao Zhang, Feipeng Xiao, Fangyuan Han, Jialong Yan, Weibin Chen, Zichao Wu

Abstract

Asphalt pavement aging under diverse climatic stresses impairs road durability, yet climate-adaptive anti-aging strategies remain underdeveloped. Most studies focus on generic anti-aging mechanisms but overlook the impact of regional environmental heterogeneity on modifier efficacy. Particularly in regions like Ningxia with three typical microclimates, there is a lack of targeted selection systems for anti-aging agents. This study adopted seven modifiers (SiO 2 , montmorillonite, rutile/anatase TiO 2 , Mg-Al LDH, carbon black, mineral powder), which were added at a 6% dosage in #90 base asphalt. Aging tests were conducted under simulated climatic conditions of southern Ningxia (low temperature, high humidity, low irradiance), central Ningxia (moderate temperature, moderate humidity, moderate irradiance), and northern Ningxia (high temperature, low humidity, high irradiance). A climate-responsive evaluation framework for anti-aging agents was established via DSR, four-component analysis, FTIR, elemental analysis, random forest algorithm, and principal component analysis (PCA). Results showed that the efficacy of anti-aging agents was significantly climate-dependent: anatase TiO 2 (A-TiO 2 ) performed well in southern climates, the O/C ratio change rate only 1.5%, Mg-Al LDH exhibited the best performance in central climates, and carbon black (CB) was optimal in northern high-temperature and high-irradiance environments,effectively inhibiting carbonyl group formation. Random forest analysis confirmed that Resin content and saturate content were the core components regulating asphalt rheological properties. PCA reduced 8 aging evaluation indices into two principal components, enabling comprehensive quantitative assessment of anti-aging performance. Mechanism analysis revealed that LDH blocked oxygen diffusion via physical barrier effects, carbon black exerted dual functions of ultraviolet shielding and free radical scavenging, and TiO 2 stabilized asphalt components through photocatalytic activity. The region-specific anti-aging agent selection system established in this study provides a scientific basis for climate-resilient pavement design in Ningxia and similar climate-zoned regions. Future research will further explore combined climatic conditions and the road performance of anti-aging asphalt mixtures.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Smart Materials for Construction · Infrastructure Maintenance and Monitoring

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (54)

Show source-provided references
1. Machine learning-based climate zoning and asphalt selection for pavement infrastructure under changing climate: a focused study of Ningxia, China10.1016/j.ijtst.2024.10.001 ↗
2. Performance changes of hot recycled asphalt mixture in different layers under coupling of multiple aging factors10.1016/j.conbuildmat.2020.121343 ↗
3. Comparing the effect of thermal-oxidation and photo-oxidation of asphalt mixtures on the rheological and chemical properties of extracted bituminous binder10.3390/ma15196793 ↗
4. Aging behavior of polyether polyurethane binder: thermal-oxidative, photo-oxidative, hydrolytic aging, and microscale10.1016/j.conbuildmat.2024.139077 ↗
5. Study on effect of thermal, oxidative and ultraviolet coupled aging on rheological properties of asphalt binder and their contribution rates10.1080/10298436.2023.2239426 ↗
6. Aging resistance of bitumen modifiers: a comprehensive review10.1520/JTE20220456 ↗
7. Exploring the interplay between thermo-oxidative degradation and asphalt aging in thermoplastic polyurethane-modified asphalt: mechanisms, properties, and performance evolution10.1016/j.conbuildmat.2023.134694 ↗
8. Rheology and aging resistance of asphalt modified with calcined kaolin10.1061/JMCEE7.MTENG-18886 ↗
9. Study on the equivalence of extended-RTFOT and RTFOT-PAV in asphalt long-term aging simulation10.1016/j.conbuildmat.2025.141239 ↗
10. Study on accelerated aging rate of asphalt binder under multi-factors coupling conditions10.1016/j.conbuildmat.2023.132819 ↗
11. Effect of multifactor coupling aging on rheological properties of asphalt binders and correlations between various rheological indexes10.1061/JMCEE7.MTENG-17116 ↗
12. Improvements of developed graphite based composite anti-aging agent on thermal aging properties of asphalt10.3390/ma13184005 ↗
13. Mini-review on the application of nanomaterials in improving anti-aging properties of asphalt10.1021/acs.energyfuels.1c01035 ↗
14. Anti-aging mechanism and rheological properties of lignin, quercetin, and gallic acid as antioxidants in asphalt10.1016/j.conbuildmat.2023.130560 ↗
15. Historical insights on asphalt aging, mechanisms, and anti-aging technologies with evaluation of a potential antioxidant as the way forward10.1016/j.conbuildmat.2025.143055 ↗
16. Investigation of anti-aging mechanism of multi-dimensional nanomaterials modified asphalt by FTIR NMR and GPC10.1016/j.conbuildmat.2021.124809 ↗
17. A sustainable high-viscosity modified asphalt modified with multiple anti-aging agents: micro-chemical analysis and macro-rheological characterization10.1016/j.conbuildmat.2022.127701 ↗
18. Stage-dependent effects of inorganic layered and organic anti-aging agents on asphalt aging resistance10.1016/j.fuel.2025.135765 ↗
19. Effects of carbon black on the anti aging, rheological and conductive properties of SBS/asphalt/carbon black composites10.1016/j.conbuildmat.2013.11.061 ↗
20. Asphalt binder “skincare”? Aging evaluation of an asphalt binder modified by nano-TiO210.3390/nano12101678 ↗
21. Nano-additives in asphalt binder: bridging the gap between traditional materials and modern requirements10.3390/app14103998 ↗
22. A perspective of bituminous binder specifications
23. Modified arrhenius equation in materials science, chemistry and biolog10.3390/molecules26237162 ↗
24. Modification and application of the arrhenius equation based on activa ted energy methods from various asphalt binders10.1061/JMCEE7.MTENG-17482 ↗
25. Accelerated climate ageing of building materials, components and struc tures in the laboratory10.1007/s10853-012-6349-7 ↗
26. Investigation of ultraviolet radiation aging gradient in asphalt binder10.1016/j.conbuildmat.2020.118501 ↗
27. Research on ultra violet (UV) aging depth of asphalts10.1016/j.conbuildmat.2017.11.047 ↗
28. The temperature effects in aging index of asphalt during UV aging process10.1016/j.conbuildmat.2015.05.022 ↗
29. Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer
30. Standard specification for performance graded asphalt binder using multiple stress creep recovery (MSCR) test
31. Rheological analysis of performance grade rutting and fatigue cracking criteria in asphalt binders10.1007/s42947-021-00113-2 ↗
32. Background of superpave asphalt binder test methods
33. Petersen · 1994
34. Kennedy · 1994
35. Empirical characterization of random forest variable importance measures10.1016/j.csda.2007.08.015 ↗
36. The behaviour of random forest permutation-based variable importance measures under predictor correlation10.1186/1471-2105-11-110 ↗
37. Evaluation and correlation analysis of the rheological properties of ground tire rubber and styrene butadiene styrene compound-modified asphalt10.3390/polym15153289 ↗
38. Measurement and characterization of asphalt fatigue behavior under multi-factor effects10.1617/s11527-024-02473-0 ↗
39. Principal component analysis10.1002/wics.101 ↗
40. On lines and planes of closest fit to systems of points in space10.1080/14786440109462720 ↗
41. A novel application of industrial waste bischofite for the anti-aging property of asphalt: synthesis of organic layered double hydroxide and performance evaluation10.1016/j.jclepro.2024.144321 ↗
42. Stage-dependent effects of inorganic layered and organic anti-aging agents on asphalt aging resistance10.1016/j.fuel.2025.135765 ↗
43. Green synthesis of a broad-spectrum uv-blocking bitumen modifier: investigation of anti-aging performance and mechanism in bitumen10.1016/j.jclepro.2023.139064 ↗
44. Revealing compatibility mechanism of nanosilica in asphalt through molecular dynamics simulation10.1007/s00894-021-04697-1 ↗
45. Titanium dioxide as a modifier in asphalt mixtures: mechanical behavior under aging conditions10.1016/j.conbuildmat.2024.139816 ↗
46. Toward sustainable roads: a critical review on nano-TiO2 application in asphalt pavement10.1007/s41062-024-01450-4 ↗
47. Protection effect for polymer-in rich phase in SBS modified asphalt during long-term aging by different MMT/TiO2/SBS pretreatment methods10.1016/j.fuel.2025.135802 ↗
48. A systematic review of montmorillonite-asphalt composite materials: green clay mineral-reinforced asphalt for sustainable pavement solutions10.1016/j.clay.2025.108007 ↗
49. Evaluation of self-healing performance and mechanism analysis of nano-montmorillonite-modified asphalt10.1007/s42947-021-00059-5 ↗
50. Effect of the amount of mineral powder on the ultraviolet aging properties of asphalt10.1155/2016/5207391 ↗
51. Influence of the mineral powder content on the asphalt aging resistance in high-altitude areas based on indoor ultraviolet light tests10.3390/ma13030754 ↗
52. Influence of mineral powder content and gradation on the aging and high-temperature rheological properties of styrene-butadiene-styrene (SBS) modified asphalt10.3390/ma18122785 ↗
53. Viscoelasticity variation of rubberized asphalt rejuvenated reclaimed asphalt pavement materials under multifield-coupling effects
54. Asphalt quality evaluation and intelligent classification via ATR-FTIR functional group analysis10.1061/JMCEE7.MTENG-21386 ↗