journal article·2022-08-01

Influence of bitumen emulsion on the curing behaviour of standardised cold bitumen emulsion mortars

Lwiza Meknaci, Andrea Graziani, Chiara Mignini, Ahmed Djafar Henni, Miomir Miljković

Road Materials and Pavement Design· Volume 23· Issue sup1
Publisher page

Abstract

This research was part of the RILEM TC 280-CBE interlaboratory testing aiming to characterise the role of mortars as mesoscale model systems and establish a link between the properties of bitumen emulsions and the performance of cold bitumen emulsion-based mixtures for structural layers. The objective of this specific work was to investigate the curing behaviour of such mortars with the reference volumetric composition prepared with different types of emulsions and sands. This approach enabled the preparation of specimens that could be successfully demoulded immediately after compaction and tested by indirect tension. The curing was characterised by comparing the evolution of water content and indirect tensile strength. The results showed that the estimated long-term indirect tensile strength at 5 °C of the mortars was in the range from 1.14 to 1.52 MPa. They also highlighted the importance of intrinsic properties of cationic emulsions and of their compatibility with sand particles.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete and Cement Materials Research · Concrete Properties and Behavior · Asphalt Pavement Performance Evaluation

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

Affiliations

Department of Civil Engineering and Architecture, Laboratory of Structures, Geotechnical and Risks, Hassiba Benbouali University of Chlef, Ouled Farès, Algeria

Department of Civil and Environmental Engineering and Architecture, Università Politecnica delle Marche, Ancona, Italy

Faculty of Civil Engineering and Architecture, University of Niš, Niš, Serbia

References (24)

Show source-provided references
1. AASHTO M 208. (2018). Standard specification for cationic emulsified asphalt. American Association of State Highway and Transportation Officials (AASHTO).
2. AASHTO M 316. (2018). Standard specification for polymer-modified emulsified asphalt. American Association of State Highway and Transportation Officials (AASHTO).
3. 10.1080/14680629.2019.158020810.1080/14680629.2019.1580208 ↗
4. 10.1520/D239710.1520/D2397 ↗
5. ASTM D977. (2019). Standard specification for emulsified asphalt: Vol. i (pp. 6–8). ASTM International. https://doi.org/10.1520/D0977-17.2.
6. Casillas S. · Road Materials and Pavement Design · 2020
7. EN 13808. (2013). Bitumen and bituminous binders. Framework for specifying cationic bituminous emulsions. European Committee for Standardization (CEN).
8. 10.1016/j.ijprt.2016.09.00210.1016/j.ijprt.2016.09.002 ↗
9. 10.1016/j.matdes.2016.01.09410.1016/j.matdes.2016.01.094 ↗
10. 10.1617/s11527-016-0792-x10.1617/s11527-016-0792-x ↗
11. 10.1016/S0008-8846(01)00463-X10.1016/S0008-8846(01)00463-X ↗
12. 10.1080/14680629.2004.968998810.1080/14680629.2004.9689988 ↗
13. Michaelis L. · Biochemistry · 1913
14. Mignini C. · Materials and Structures/Materiaux et Constructions · 2018 · 51 · 6
15. 10.1080/14680629.2021.190630310.1080/14680629.2021.1906303 ↗
16. 10.1520/JTE2021030610.1520/JTE20210306 ↗
17. Miljković, M., Graziani, A. & Mignini, C. (2020). Interphase relations in the characterisation of bitumen emulsion-cement composites. Proceedings of ISBM Lyon 2020.10.1007/978-3-030-46455-4_143 ↗
18. 10.1016/j.conbuildmat.2019.04.16910.1016/j.conbuildmat.2019.04.169 ↗
19. 10.1617/s11527-014-0302-y10.1617/s11527-014-0302-y ↗
20. 10.1617/s11527-014-0488-z10.1617/s11527-014-0488-z ↗
21. Miljković M. · Materials and Structures/Materiaux et Constructions · 2017 · 50 · 3
22. 10.1016/j.conbuildmat.2020.12209010.1016/j.conbuildmat.2020.122090 ↗
23. 10.1080/14680629.2019.163375410.1080/14680629.2019.1633754 ↗
24. 10.1016/j.conbuildmat.2019.11716910.1016/j.conbuildmat.2019.117169 ↗