Appraising bitumen coverage, workability, and production temperatures of warm asphalt-aggregate blends
Source abstract
Abstract
In this study, temperature-dependent high and low shear-rate workability indices (WIs) proposed from a developed workability tester, were employed respectively to determine suitable mixing and compaction temperatures for 12 warm mix blends. An automated procedure was also developed to determine the percentage of coated aggregates using a computer analysis code and set additional possible mixing temperatures for the blends. Two base binders, three representative warm asphalt technologies, and two gradations of basaltic aggregate were involved in the experimental work. Additionally, a framework of WI was introduced. The warm mixed blends were coated at lower temperatures compared to hot mixes. The workability of mixture is not controlled by binder viscosity only; rather it is dominated by the interwoven characteristics of asphalt-aggregate components. The proposed methodology helped in determination of reduced production temperatures for warm mix blends, and the reduction degree is affected by technology type and rate, and binder grade.
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.
Affiliations
Department of Civil Engineering, Aswan University, Aswan, Egypt
School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan, China
Department of Civil Engineering, Indian Institute of Technology, Roorkee, Uttar Pradesh, India
School of Traffic and Transportation, Changsha University of Science and Technology, Changsha, China
State Engineering Laboratory of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha, China
References (36)
Show source-provided references
1. 10.1016/j.conbuildmat.2006.11.02210.1016/j.conbuildmat.2006.11.022 ↗
2. 10.1061/(ASCE)MT.1943-5533.000090410.1061/(ASCE)MT.1943-5533.0000904 ↗
3. 10.1520/D6926-2010.1520/D6926-20 ↗
4. 10.1061/(ASCE)MT.1943-5533.000284310.1061/(ASCE)MT.1943-5533.0002843 ↗
5. 10.3141/2208-1310.3141/2208-13 ↗
6. 10.3141/2180-0510.3141/2180-05 ↗
7. Bhushan, B. (2013). Introduction to tribology (Chapter 8, 2nd ed.). John Wiley & Sons.10.1002/9781118403259 ↗
8. Bonaquist R. · Wisconsin Highway Research Program · 2014
9. 10.1016/j.conbuildmat.2007.02.00510.1016/j.conbuildmat.2007.02.005 ↗
10. 10.1016/j.jclepro.2020.12212810.1016/j.jclepro.2020.122128 ↗
11. 10.1061/(ASCE)0899-1561(2008)20:6(440)10.1061/(ASCE)0899-1561(2008)20:6(440) ↗
12. 10.1177/009524431772955510.1177/0095244317729555 ↗
13. Dongré R. · Association of Asphalt Paving Technologists · 2014 · 83 · 407
14. 10.1617/s11527-015-0738-810.1617/s11527-015-0738-8 ↗
15. 10.3141/1891-2710.3141/1891-27 ↗
16. 10.3141/2180-1010.3141/2180-10 ↗
17. Hanz, A., Mahmoud, E. & Bahia, H. U. (2011). Asphalt lubricity test evaluation and relationship to mixture workability. In 90th annual meeting of the transportation research board, Washington, DC (23–27).
18. Hersey M. D. · Journal of the Washington Academy of Sciences · 1914 · 4 · 542
19. 10.3141/2268-1010.3141/2268-10 ↗
20. 10.1016/j.conbuildmat.2018.03.27510.1016/j.conbuildmat.2018.03.275 ↗
21. Khatri A. · Journal of the Association of Asphalt Paving Technologists · 2001 · 70 · 368
22. Little, D. N., Allen, D. H. & Bhasin, A. (2018). Aggregates. In Dallas N. Little, David H. Allen, & Amit Bhasin (Eds.), Modeling and design of flexible pavements and materials. Springer. https://doi.org/10.1007/978-3-319-58443-0_310.1007/978-3-319-58443-0 ↗
23. 10.1115/1.234540610.1115/1.2345406 ↗
24. 10.1080/14680629.2021.187193610.1080/14680629.2021.1871936 ↗
25. Marvillet J. · Proceedings of the Association of Asphalt Paving Technologists · 1979 · 48 · 91
26. McLeod, N. W. (1967). Influence of viscosity of asphalt-cement on compaction of paving mixes in the field. Bituminous and concrete mixes (Highway Research Record, No. 158).
27. 10.5194/isprsarchives-XXXIX-B5-39-201210.5194/isprsarchives-XXXIX-B5-39-2012 ↗
28. 10.1080/14680629.2011.971389610.1080/14680629.2011.9713896 ↗
29. 10.14311/EE.2016.05710.14311/EE.2016.057 ↗
30. 10.1080/10298436.2015.112219110.1080/10298436.2015.1122191 ↗
31. 10.1007/s11043-017-9352-110.1007/s11043-017-9352-1 ↗
32. Stachowiak, G. & Batchelor, A. W. (2013). Engineering tribology. Butterworth-Heinemann. ISBN 978-0-12-397047-3.
33. 10.1016/S0021-9797(02)00197-210.1016/S0021-9797(02)00197-2 ↗
34. 10.1016/j.conbuildmat.2021.12480810.1016/j.conbuildmat.2021.124808 ↗
35. 10.3141/1609-0510.3141/1609-05 ↗
36. 10.1080/14680629.2012.73579910.1080/14680629.2012.735799 ↗