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Effect of mixing sequence on the workability and performance of asphalt mixtures
KTH, School of Architecture and the Built Environment (ABE), Transport Science.
KTH, School of Architecture and the Built Environment (ABE), Transport Science, Highway and Railway Engineering.ORCID iD: 0000-0003-0889-6078
KTH, School of Architecture and the Built Environment (ABE), Transport Science.ORCID iD: 0000-0003-3968-6778
2015 (English)In: International Journal on Road Materials and Pavement Design, ISSN 1468-0629, E-ISSN 2164-7402, 197-213 p.Article in journal (Refereed) Published
Abstract [en]

In Sweden, during recent years, a new type of mixing protocol has been applied, in which the order of mixing is changed from the conventional method. Improved workability and diminished mixing and compaction energy needs have been important drivers for this. Considering that it is the mastic phase, which is modified by changing the mixing order, it provides an interesting case study for explaining the mechanisms of workability in connection with the mastic phase. To do so, an analytical viscosity framework was combined with a mixture morphology framework to upscale to the mixing level and tribology principles to explain the interaction between the mastic and the aggregates. From the mastic viscosity protocol, it was found that the mixing order significantly affects the resulting mastic viscosity. To analyse the effect of this on the workability and resulting mixture performance, X-ray computed tomography was used to analyse mixtures produced by the two different mixing sequences. Mechanical testing was utilised to determine the long-term mechanical performance. In this part of the study, mastic viscosity as a function of particle concentration and distribution was directly coupled to improved mixture workability and enhanced long-term performance.

Place, publisher, year, edition, pages
Taylor & Francis Group, 2015. 197-213 p.
Keyword [en]
asphalt mastics, asphalt mixtures, mastic viscosity, mixing method, sequential mixing, workability, Asphalt, Computerized tomography, Mastic asphalt, Mechanical testing, Mixing, Mixtures, Viscosity, Asphalt mastic, Conventional methods, Long term performance, Mechanical performance, Particle concentrations, X-ray computed tomography
National Category
Civil Engineering
Identifiers
URN: urn:nbn:se:kth:diva-176169DOI: 10.1080/14680629.2015.1077008ISI: 000374397900009Scopus ID: 2-s2.0-84941249199OAI: oai:DiVA.org:kth-176169DiVA: diva2:874686
Note

QC 20151127

Available from: 2015-11-27 Created: 2015-11-02 Last updated: 2017-12-01Bibliographically approved

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Birgisson, BjörnKringos, Nicole

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