Investigating the effect of foaming additives on the properties of asphaltic materials
Source abstract
Abstract
The use of foaming additives before the foaming process is believed to impact the characteristics of the asphalt binder. A fundamental investigation into the interaction between the binder and additive components is necessary to comprehend the underlying mechanism. In this study, the impact of these additives on the viscosity, chemical composition and foaming characteristics of asphalt binder and the properties of the asphalt mixture was investigated. The findings indicated that the incorporation of additives slightly decreased the binder viscosity while changing the chemical composition of the binder. The binder showed an increase in the foam index and expansion ratio; however, a decrease in half life was seen. Additionally, their incorporation enhanced the indirect tensile strength and moisture resistance of the asphalt mixture. The findings suggest that foaming additives can potentially alter the foaming capability of the binder. Nevertheless, additional research is required to assess the effects of these additives at the mixture level.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Coal Combustion and Slurry Processing · Petroleum Processing and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Indian Institute of Technology Delhi
CSIR-CRRI
References (51)
Show source-provided references
1. Abel, F. (1987). Foamed asphalt base stabilization. In 6th annual asphalt paving seminar. Colorado State University.
2. 10.1061/(ASCE)MT.1943-5533.000132910.1061/(ASCE)MT.1943-5533.0001329 ↗
3. Asphalt Academy. (2009). Technical guideline: Bitumen stabilised materials a guide for the design and construction of bitumen emulsion and foamed bitumen stabilised materials TG 2 (1st ed.).
4. ASTM D4402. (2015). Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer.
5. ASTM D6931. (2012). Standard test method for indirect tensile (IDT) strength of bituminous mixtures.
6. 10.1080/14680629.2016.121348610.1080/14680629.2016.1213486 ↗
7. Bowering, R. H., & Martin, C. L. (1976). Foamed bitumen production and application of mixtures evaluation and performance of pavements. In Association of asphalt paving technologists proc (Vol. 45).
8. 10.1088/1757-899X/245/3/03208610.1088/1757-899X/245/3/032086 ↗
9. Crispino, M., Giustozzi, F., Martinez-Arguelles, G., & Toraldo, E. (2014). Effects of foam agents on foaming processes and physical and rheological properties of bitumens. Sustainability, eco-efficiency, and conservation in transportation infrastructure asset management, 147–148.
10. Croteau, J. M., & Tessier, B. (2008). Warm mix asphalt paving technologies: A road builder’s perspective. In Annual conference of the transportation association of Canada, Toronto.
11. 10.1016/j.jclepro.2020.12466110.1016/j.jclepro.2020.124661 ↗
12. 10.1080/14680629.2013.87205110.1080/14680629.2013.872051 ↗
13. D’Angelo J. Harm E. Bartoszek J. Baumgardner G. Corrigan M. Cowsert J. Harman T. Jamshidi M. Jones W. Newcomb D. Prowell B. Sines R. & Yeaton B. (2008). Warm-mix asphalt : European practice. www.international.fhwa.dot.gov
14. 10.1080/14680629.2023.226874010.1080/14680629.2023.2268740 ↗
15. 10.1080/14680629.2016.121351310.1080/14680629.2016.1213513 ↗
16. 10.1617/s11527-017-1059-x10.1617/s11527-017-1059-x ↗
17. IS 2386 (Part IV). (1963). Indian standard code of practice – Methods of test for aggregates for concrete mechanical properties.
18. IS 73. (2018). Paving bitumen-specification (fourth revision). Bureau of Indian Standards.
19. 10.1016/j.conbuildmat.2015.02.06010.1016/j.conbuildmat.2015.02.060 ↗
20. 10.3390/ma1402030010.3390/ma14020300 ↗
21. 10.1016/j.conbuildmat.2024.13902410.1016/j.conbuildmat.2024.139024 ↗
22. Jenkins, K. J. (2000). Mix design considerations for cold and half-warm bituminous mixes with emphasis on foamed bitumen [PhD thesis]. University of Stellenbosch.
23. 10.1061/JPEODX.000019610.1061/JPEODX.0000196 ↗
24. Lee D. Y. (1983). Treating Iowa’s marginal aggregates and soils by foamix process. (No. HR-212).
25. 10.3390/cryst1104041010.3390/cryst11040410 ↗
26. 10.1080/14680629.2023.218100810.1080/14680629.2023.2181008 ↗
27. 10.1080/14680629.2017.138908810.1080/14680629.2017.1389088 ↗
28. 10.1016/j.conbuildmat.2022.12775610.1016/j.conbuildmat.2022.127756 ↗
29. 10.1016/j.conbuildmat.2015.05.11610.1016/j.conbuildmat.2015.05.116 ↗
30. 10.1016/j.jreng.2022.03.00210.1016/j.jreng.2022.03.002 ↗
31. 10.1016/j.jtte.2016.03.00110.1016/j.jtte.2016.03.001 ↗
32. Mohd Hasan, M. R., You, Z., & Yang, X. (2017). A comprehensive review of theory, development, and implementation of warm mix asphalt using foaming techniques. In Construction and building materials (Vol. 152, pp. 115–133). Elsevier Ltd.
33. 10.1016/j.conbuildmat.2019.01.15610.1016/j.conbuildmat.2019.01.156 ↗
34. 10.1080/10298436.2020.184968910.1080/10298436.2020.1849689 ↗
35. 10.1080/14680629.2011.971389610.1080/14680629.2011.9713896 ↗
36. 10.17509/ijost.v4i1.1580610.17509/ijost.v4i1.15806 ↗
37. 10.1016/j.jclepro.2011.11.05310.1016/j.jclepro.2011.11.053 ↗
38. Saleh, M. (2006). Characterisation of foam bitumen quality and the mechanical properties of foam stabilised mixes. In 10th International Conference Asphalt Pavements (pp. 12–17).
39. 10.1080/14680629.2019.159322810.1080/14680629.2019.1593228 ↗
40. Sunarjono, S. (2008). The influence of foamed bitumen characteristics on cold-mix asphalt properties [Doctoral dissertation]. University of Nottingham.
41. 10.1080/14680629.2013.86670710.1080/14680629.2013.866707 ↗
42. 10.1080/14680629.2012.74263010.1080/14680629.2012.742630 ↗
43. Wirtgen Cold Recycling Technology. (2012). Wirtgen GmbH (1st ed.). Windhagen, Germany.
44. Wirtgen GmbH. (2019). Foamed bitumen.
45. 10.1080/14680629.2017.138907710.1080/14680629.2017.1389077 ↗
46. 10.1016/j.conbuildmat.2019.11724610.1016/j.conbuildmat.2019.117246 ↗
47. 10.1080/14680629.2015.113263310.1080/14680629.2015.1132633 ↗
48. 10.1080/10298436.2015.108815110.1080/10298436.2015.1088151 ↗
49. 10.1061/(ASCE)MT.1943-5533.000208510.1061/(ASCE)MT.1943-5533.0002085 ↗
50. 10.1016/j.jclepro.2021.12878910.1016/j.jclepro.2021.128789 ↗
51. 10.1080/14680629.2017.138909310.1080/14680629.2017.1389093 ↗