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Evaluation of the standard test method for resistance of bituminous materials to de-icing fluids
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0001-8718-1411
Swedish Natl Rd & Transport Res Inst, Olaus Magnus Vag 35, S-58330 Linköping, Sweden..
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0001-7333-1140
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Engineering and Bridges.ORCID iD: 0000-0003-3968-6778
2021 (English)In: Construction and Building Materials, ISSN 0950-0618, E-ISSN 1879-0526, Vol. 308, article id 124929Article in journal (Refereed) Published
Abstract [en]

As an important maintenance measure, de-icing agents are commonly used to ensure safe surface conditions of highways and airport runways during winter. There are however issues related to their use, such as deteriorating effects on road materials, causing particle loss and a decreased low-temperature stiffness of asphalt pavements. To avoid this, it is therefore important to be able to evaluate the effect of the deicer on the asphalt mixture with reliable results. The European standard method for this, EN12697-41, is however associated with several issues such as a high variability of the results and a lack of consistency with the field. Using both experimental testing and numerical simulations, this paper aims to explain the cause of these and to identify the main dominant parameters which can potentially be modified for an improvement. The experimental testing evaluated both the diffusive properties of de-icing fluid and water in mastic and the standard method itself, and the numerical simulations evaluated the effect of different parameters related to the set-up test. From the evaluations, it was concluded that both the set-up of the test and the geometry of the test sample contribute to the high variability of the test method and its lack of consistency with the field. Recommendations are therefore made regarding the potential for improvement and further evaluation of the method.

Place, publisher, year, edition, pages
Elsevier BV , 2021. Vol. 308, article id 124929
Keywords [en]
Asphalt, Damage, De-icing, Finite element model, Standard method, Surface tensile strength
National Category
Infrastructure Engineering
Identifiers
URN: urn:nbn:se:kth:diva-304561DOI: 10.1016/j.conbuildmat.2021.124929ISI: 000708127700002Scopus ID: 2-s2.0-85118772938OAI: oai:DiVA.org:kth-304561DiVA, id: diva2:1609414
Note

QC 20211108

Available from: 2021-11-08 Created: 2021-11-08 Last updated: 2022-06-25Bibliographically approved

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Lövqvist, LisaBalieu, RomainKringos, Niki

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