journal article·2023-12-02

The effect of active filler type, compaction method and slag-based geopolymer on volumetric and mechanical properties of cold foamed bitumen mixes with 100% RAP

Ecem Nur Barisoglu, Juliana Oliveira Costa, Frank Theys, Johan Blom, Cedric Vuye, Wim Van den bergh

Road Materials and Pavement Design· Volume 24· Issue 12
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Abstract

Cold in-situ recycling with foamed bitumen has become one of the most cost-effective and sustainable technologies due to working with low heating energy, less transport, and decreasing the use of new materials. This paper presents a benchmark laboratory study of the volumetric and mechanical properties of cold recycled foamed bitumen mixes blended with 100% reclaimed asphalt pavement (RAP) in the granular base layer. The air void content, indirect tensile strength, and resistance to moisture damage are tested to evaluate the impact of active filler, compaction technique, and geopolymer. It was found that the addition of active filler, regardless of the type, increased the moisture resistance between 30% and 35% compared to the mixture with no active filler. Moreover, the addition of slag-based geopolymer resulted in a substantial increase in tensile strength from 434 kPa to 823 kPa while leading to a sharp decrease from 70% to 38% in moisture resistance.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Concrete and Cement Materials Research · Innovative concrete reinforcement materials

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

Affiliations

Energy and Materials in Infrastructure and Buildings (EMIB) Research Group, Faculty of Applied Engineering, University of Antwerp, Antwerp, Belgium

Belgian Road Research Centre (BRRC), Sterrebeek, Belgium

Funding

VLAIO · (Flanders Innovation &; Entrepreneurship) Tetrafonds · University of Antwerp · UAntwerp · BRRC · Flemish road industry

References (50)

Show source-provided references
1. 10.1016/j.conbuildmat.2017.03.08510.1016/j.conbuildmat.2017.03.085 ↗
2. 10.1016/j.conbuildmat.2015.12.04210.1016/j.conbuildmat.2015.12.042 ↗
3. 10.1061/(Asce)Mt.1943-5533.000071710.1061/(Asce)Mt.1943-5533.0000717 ↗
4. 10.1016/j.conbuildmat.2017.06.02810.1016/j.conbuildmat.2017.06.028 ↗
5. 10.1016/j.conbuildmat.2021.12280910.1016/j.conbuildmat.2021.122809 ↗
6. 10.1016/j.conbuildmat.2016.05.16210.1016/j.conbuildmat.2016.05.162 ↗
7. 10.1016/j.conbuildmat.2016.09.00410.1016/j.conbuildmat.2016.09.004 ↗
8. 10.1016/j.proeng.2017.02.06610.1016/j.proeng.2017.02.066 ↗
9. 10.1080/14680629.2013.87205110.1080/14680629.2013.872051 ↗
10. 10.1016/j.conbuildmat.2016.02.10810.1016/j.conbuildmat.2016.02.108 ↗
11. 10.1016/j.cemconres.2007.08.01810.1016/j.cemconres.2007.08.018 ↗
12. 10.3390/ma1405130910.3390/ma14051309 ↗
13. Fu P. (2009). Micromechanism for foamed asphalt stabilized materials [PhD Dissertation University of California].
14. 10.1617/s11527-016-0792-x10.1617/s11527-016-0792-x ↗
15. 10.1080/14680629.2016.126172610.1080/14680629.2016.1261726 ↗
16. Houston, M. A. L. F. (2004). Correlations between different ITS and UCS test protocols for foamed bitumen treated materials. Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa (CAPSA’04), Sun City, South Africa.
17. 10.1061/(asce)mt.1943-5533.000239310.1061/(asce)mt.1943-5533.0002393 ↗
18. 10.4028/www.scientific.net/AMM.90-93.45710.4028/www.scientific.net/AMM.90-93.457 ↗
19. 10.1016/j.proeng.2013.04.05610.1016/j.proeng.2013.04.056 ↗
20. 10.1016/j.jclepro.2020.12437810.1016/j.jclepro.2020.124378 ↗
21. Jenkins, K. J. (2000). Mix Design Considerations for cold and half-warm bituminous mixes with emphasis on foamed bitumen. Stellenbosch University.
22. 10.1080/14680629.2016.121351110.1080/14680629.2016.1213511 ↗
23. 10.1155/2020/746017410.1155/2020/7460174 ↗
24. 10.1080/10298436.2011.59785910.1080/10298436.2011.597859 ↗
25. 10.1061/(ASCE)0899-1561(2006)18:1(116)10.1061/(ASCE)0899-1561(2006)18:1(116) ↗
26. 10.1061/(ASCE)0899-1561(2007)19:11(1000)10.1061/(ASCE)0899-1561(2007)19:11(1000) ↗
27. 10.3141/2444-0110.3141/2444-01 ↗
28. 10.1080/10298436.2015.112627110.1080/10298436.2015.1126271 ↗
29. Lange, D., & Fanourakis, G. (2009). Comparing vibratory and impact laboratory compaction methods. Proc. of 17th Intern. Conf. on Soil Mechanics and Geotechnical Engineering.
30. 10.1016/j.jclepro.2015.12.07110.1016/j.jclepro.2015.12.071 ↗
31. 10.1016/j.conbuildmat.2015.05.11610.1016/j.conbuildmat.2015.05.116 ↗
32. Muthen K. M. (1998). Mix Design Procedure- Foamed Asphalt Mixes (No. CR-98/077). CSIR & Transportek.
33. 10.1016/j.jtte.2016.11.00210.1016/j.jtte.2016.11.002 ↗
34. NBN. (2010). EN 13286-2 Unbound and hydraulically bound mixtures - Part 2: Test methods for laboratory reference density and water content - Proctor compaction.
35. NBN. (2012). EN 933-1:2012 Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method.
36. NBN. (2017). EN 12697-23 Bituminous mixtures - Test methods - Part 23: Determination of the indirect tensile strength of bituminous specimens.
37. NBN. (2019a). EN 12697-5:2019 Bituminous mixtures - Test methods - Part 5: Determination of the maximum density.
38. NBN. (2019b). EN 12697-8 Bituminous mixtures - Test methods - Part 8: Determination of void characteristics of bituminous specimens.
39. NBN. (2019c). EN 12697-31 Bituminous mixtures - Test methods - Part 31: Specimen preparation by gyratory compactor.
40. NBN. (2020a). EN 933-2:2020 Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves : nominal size of apertures Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves nominal size of apertures .
41. NBN. (2020b). EN 12697-1 Bituminous mixtures - Test methods - Part 1: Soluble binder content.
42. 10.1016/j.ijadhadh.2015.01.00510.1016/j.ijadhadh.2015.01.005 ↗
43. 10.1016/j.jhazmat.2017.07.06710.1016/j.jhazmat.2017.07.067 ↗
44. 10.1016/j.jclepro.2011.11.05310.1016/j.jclepro.2011.11.053 ↗
45. Sabita. (2020). TG2: A guideline for the design and construction of bitumen emulsion and foamed bitumen stabilised materials.
46. 10.1080/1029843060114965010.1080/10298430601149650 ↗
47. 10.1016/j.conbuildmat.2012.02.09510.1016/j.conbuildmat.2012.02.095 ↗
48. 10.1155/2016/489435110.1155/2016/4894351 ↗
49. Wirtgen Cold Recycling Manual. (2012).
50. 10.1016/j.conbuildmat.2018.06.00610.1016/j.conbuildmat.2018.06.006 ↗