Effect of Organic Viscosity-Reducing Warm-Mix Agent on the Performance of Rubber Asphalt
Source abstract
Abstract
Dynamic mechanical analysis (DMA) and other evaluation methods were used to investigate the effect of WS-1, an organic viscosity-reducing temperature mixing agent, on the rheological and conventional properties of warm-mix rubber asphalt (WMRA). The results demonstrated that the WS-1 warm-mix agent exhibited an excellent viscosity-reducing effect and that, with the increasing of WS-1 content, the high-temperature viscosity of the WMRA decreased significantly. The viscosity and softening point of the WMRA increased at 60 °C simultaneously, with the softening point increasing by about 15 °C. The penetration and ductility decreased by about 1 mm and 6 cm, respectively, and the activation energy (Eη) and temperature sensitivity increased. These results indicated that WS-1 could improve the high-temperature performance of WMRA but had an adverse effect on its low-temperature performance. Upon using temperature scanning for the WMRA, the addition of WS-1 significantly increased the rutting factor (G*/sin δ) of the WMRA and greatly improved its rutting resistance within the temperature range examined. The addition of WS-1 changed the viscosity of WMRA, thus affecting the hot-storage stability of WMRA at high temperatures.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
PetroChina Fuel Oil Company Limited Research Institute, Beijing 100195, China
State Key Laboratory of Heavy Oil Processing, China University of Petroleum, Qingdao 266580, China
References (31)
Show source-provided references
1. Recyclability of rubber in asphalt roadway systems: A review of applied research and advancement in technology10.1016/j.resconrec.2019.104655 ↗
2. Hybrid input–output life cycle assessment of warm-mix asphalt mixtures10.1016/j.jclepro.2014.11.035 ↗
3. Comparative life cycle assessment of warm-mix technologies in asphalt rubber pavements with uncertainty analysis10.1016/j.resconrec.2019.04.031 ↗
4. Life-cycle thinking in sustainable supply chains: The case of rubberized asphalt pavement10.30638/eemj.2015.131 ↗
5. Energy consumption and environmental impact of rubberized asphalt pavement10.1016/j.jclepro.2018.01.086 ↗
6. Asphalt mixtures emission and energy consumption: A review10.1016/j.rser.2017.01.087 ↗
7. Design and construction of asphalt paving materials with crumb rubber modifier
8. Viscosity characteristics of rubber-modified asphalts10.1061/(ASCE)0899-1561(1996)8:3(153) ↗
9. Louisiana experience with crumb rubber-modified hot-mix asphalt pavement10.3141/1789-01 ↗
10. The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements10.1016/j.conbuildmat.2007.04.010 ↗
11. Effect of crumb rubber characteristics on crumb rubber modified (CRM) binder viscosity10.1016/j.conbuildmat.2007.12.007 ↗
12. Optimization of preparation procedure of liquid warm-mix additive modified asphalt rubber10.1016/j.jclepro.2016.09.043 ↗
13. Life cycle energy consumption and GHG emission from pavement rehabilitation with different rolling resistance10.1016/j.jclepro.2012.05.001 ↗
14. Review of warm mix rubberized asphalt concrete: Towards a sustainable paving technology10.1016/j.jclepro.2017.12.245 ↗
15. Assessing potential for warm-mix asphalt technology adoption10.3141/2040-10 ↗
16. Laboratory investigation of the influence of warm asphalt additives on long-term performance properties of CRM binders10.1080/10298430903197225 ↗
17. Complex shear modulus and phase angle of crumb rubber modified binders containing organic warm mix asphalt additives10.1617/s11527-016-0950-1 ↗
18. A review on moisture damages of hot and warm-mix asphalt and related investigations10.1016/j.jclepro.2015.03.028 ↗
19. Laboratory evaluation of warm-mix asphalt: A preliminary study
20. Warm-mix asphalt: An overview10.1016/j.jclepro.2011.11.053 ↗
21. Warm-mix asphalt: Best practices
22. (2011). Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering (Standard No. JTG E20-2011).
23. ASTM Committee on Standards (2015). Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (Standard No. ASTM D7175).
24. Effects of polyethylene molecular structure on the viscoelastic properties and microstructure of PE modified asphalt
25. Effect of EVA molecular structure on properties of EVA modified asphalt
26. ASTM Committee on Standards (2002). Viscosity-Temperature Chart for Asphalts (Standard No. ASTM D2493).
27. Rheological Properties of aged Asphalt based on Arrhenius equation
28. Study on viscous flow activation energy of several different PE and PP resins
29. Effects of surfactant warm-mix additives on the rheological properties of high-viscosity asphalt10.1155/2020/6506938 ↗
30. Rheological properties, microstructure and aging resistance of asphalt modified with CNTs/PE composites10.1016/j.conbuildmat.2020.120100 ↗
31. Optimizing the mixing procedure of warm asphalt rubber with wax-based additives through mechanism investigation and performance characterization10.1016/j.conbuildmat.2017.03.208 ↗