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An empirical framework for determining asphalt mastic viscosity as a function of mineral filler concentration
KTH, School of Architecture and the Built Environment (ABE), Transport Science, Highway and Railway Engineering.
KTH, School of Architecture and the Built Environment (ABE), Transport Science, Highway and Railway Engineering.ORCID iD: 0000-0002-0596-228X
KTH, School of Architecture and the Built Environment (ABE), Transport Science, Highway and Railway Engineering.ORCID iD: 0000-0003-3968-6778
KTH, School of Architecture and the Built Environment (ABE), Transport Science, Highway and Railway Engineering.ORCID iD: 0000-0003-0889-6078
2012 (English)In: Construction and Building Materials, ISSN 0950-0618, E-ISSN 1879-0526, Vol. 35, 23-29 p.Article in journal (Refereed) Published
Abstract [en]

Sufficient coating, easy paving and good compaction are desirable parameters, which are approachable with the optimum viscosity of the mastic. In many studies, models have been developed for calculating the viscosity for different types of suspensions at various particle-to-fluid ratios. Unfortunately, none of them are applicable to asphalt mastics, since this material has a much wider range of mineral filler concentration from dilute to very concentrate. To give an overview of the existing viscosity models and to evaluate their range of applicability to asphalt mastics, an extensive literature review was performed. A new empirical framework was developed that removes some of the stipulated limitations of the existing theories.

Place, publisher, year, edition, pages
2012. Vol. 35, 23-29 p.
Keyword [en]
Asphalt mastic, Asphalt mixture, Filler concentration, Suspension, Viscosity
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-84101DOI: 10.1016/j.conbuildmat.2012.02.093ISI: 000309493700004Scopus ID: 2-s2.0-84865532590OAI: oai:DiVA.org:kth-84101DiVA: diva2:499168
Note

QC 20121015. Updated from accepted to published.

Available from: 2012-02-13 Created: 2012-02-13 Last updated: 2017-12-07Bibliographically approved
In thesis
1. On the viscosity of asphalt mastics
Open this publication in new window or tab >>On the viscosity of asphalt mastics
2013 (English)Licentiate thesis, comprehensive summary (Other academic)
Place, publisher, year, edition, pages
Stockholm: KTH Royal Institute of Technology, 2013. vii, 17 p.
Series
Trita-TSC-LIC, ISSN 1653-445X ; 13-010
Keyword
Asphalt mastics, viscosity, Filller, Filler properties, workability
National Category
Infrastructure Engineering
Identifiers
urn:nbn:se:kth:diva-138600 (URN)978-91-87353-24-6 (ISBN)
Presentation
2013-12-19, B25, KTH, Brinellvägen 23, Stockholm, 12:00
Opponent
Supervisors
Note

QC 20131220

Available from: 2013-12-20 Created: 2013-12-20Bibliographically approved
2. Characterisation and Modelling of Asphalt Mastic and Their Effect on Workability
Open this publication in new window or tab >>Characterisation and Modelling of Asphalt Mastic and Their Effect on Workability
2014 (English)Doctoral thesis, comprehensive summary (Other academic)
Place, publisher, year, edition, pages
Stockholm: KTH Royal Institute of Technology, 2014. v, 64 p.
Series
TRITA-TSC-PHD, 14:005
Keyword
Asphalt, Pavement, Mastics, Bitumen, Viscosity, Rheology, Filler, Filler-Bitumen Interaction, Workability, X-Ray CT.
National Category
Engineering and Technology
Research subject
Civil and Architectural Engineering
Identifiers
urn:nbn:se:kth:diva-150233 (URN)978-91-87353-46-8 (ISBN)
Public defence
2014-09-12, Kollegiesalen (the old chapel), brinellvägen 8, KTH, Stockholm, 09:00 (English)
Opponent
Supervisors
Note

QC 20140902

Available from: 2014-09-02 Created: 2014-09-01 Last updated: 2015-04-13Bibliographically approved

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Jelagin, DenisKringos, NicoleBirgisson, Björn

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