Relationship among air void microstructural characteristics, stiffness, and fatigue of asphalt concrete mixtures
Source abstract
Abstract
It is a common sense that the air void content significantly affects the field performance of asphalt mixtures. Thus, this parameter is a key mix design criterion and is also adopted as a quality assurance/control tool. Even though the air voids play a notorious role in the behaviour of asphalt mixtures, the knowledge about their microstructural characteristics is still limited. To overcome this limitation, advanced techniques such as the X-ray micro-computed tomography technology may be pursued as an alternative. This paper uses X-ray micro-computed tomography to identify microstructural parameters of air voids within asphalt mixtures, i.e. distribution, content, type, size, and degree of anisotropy. These microstructural characteristics are compared to the stiffness and the resistance to fatigue cracking of asphalt mixtures. The findings suggest that the air void distribution is strongly correlated with the mixture stiffness and fatigue behaviour, and that the air void heterogeneity should be avoided.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geophysical Methods and Applications
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Civil Engineering Program – COPPE, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil
Institute of Computing, Fluminense Federal University, Rio de Janeiro, Brazil
Funding
Brazilian National Council for Scientific and Technological Development · CENPES/PETROBRAS Research Center · Carlos Chagas Filho Foundation for Research Support in Rio de Janeiro · Brazilian Coordination for the Improvement of Higher Education Personnel
References (29)
Show source-provided references
1. AASHTO M323 · 2017
2. AASHTO T 342 · 2019
3. AASHTO TP 107 · 2018
4. AASTHO T 166 · 2016
5. 10.1089/ten.tec.2015.048310.1089/ten.tec.2015.0483 ↗
6. Asphalt Institute. (2014).MS-2 Asphalt mix design methods.
7. ASTM D2041 · 2019
8. Brown, E. R. & Cross, L. R. (1989).A study of in-place rutting in asphalt pavements. Report No. 89-2.National Center for Asphalt Technology (NCAT).
9. 10.1002/adem.20190017210.1002/adem.201900172 ↗
10. CTAnalyzer v. 1.20.3. (2020). [Computer software]. Bruker, Kontich, Belgium. https://www.bruker.com/products/microtomography/micro-ct-software/3dsuite.html
11. 10.1080/10298436.2021.193119710.1080/10298436.2021.1931197 ↗
12. Enríquez-León A. J. · Construction and Building Materials · 2021 · 300 · 1
13. Haddock, J. E., Rahbar-Rastegar, R., Pouranian, M. R., Montoya, M. & Patel, H. (2020). Implementing the Superpave 5 asphalt mixture design method in Indiana (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2020/12). West Lafayette: Purdue University. https://doi.org/10.5703/128828431712710.5703/1288284317127 ↗
14. 10.1359/jbmr.1999.14.7.116710.1359/jbmr.1999.14.7.1167 ↗
15. 10.1016/j.conbuildmat.2016.08.13810.1016/j.conbuildmat.2016.08.138 ↗
16. 10.1016/j.conbuildmat.2016.12.15910.1016/j.conbuildmat.2016.12.159 ↗
17. 10.1080/14680629.2011.969525810.1080/14680629.2011.9695258 ↗
18. 10.1016/j.matchar.2021.11099610.1016/j.matchar.2021.110996 ↗
19. 10.3390/ma1214228810.3390/ma12142288 ↗
20. 10.1177/036119811882512410.1177/0361198118825124 ↗
21. Masad E. · Journal of Testing and Evaluation · 2006 · 34 · 1510.1520/JTE13112 ↗
22. Nascimento, L. A. H. (2014).Implementation and validation of the viscoelastic continuum damage theory for asphalt mixture and pavement analysis in Brazil[Ph.D. Dissertation, North Carolina State University].
23. 10.1016/S8756-3282(97)00007-010.1016/S8756-3282(97)00007-0 ↗
24. 10.3141/2447-1310.3141/2447-13 ↗
25. 10.1061/(ASCE)0899-1561(2007)19:10(874)10.1061/(ASCE)0899-1561(2007)19:10(874) ↗
26. Steiner D. · 2016
27. Underwood, B. S. (2011).Multiscale constitutive modeling of asphalt concrete[Ph.D. Dissertation, North Carolina State University].
28. Walubita L. F. · Construction and Building Materials · 2020 · 236 · 110.1016/j.conbuildmat.2019.117552 ↗
29. 10.1061/(ASCE)MT.1943-5533.000276710.1061/(ASCE)MT.1943-5533.0002767 ↗