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Frost Salt Scaling of Concrete

Wahlbom, David; Fridh, Katja; Feng-Chong, Teddy; Dangla, Patrick; Geiker, Mette Rica; Jacobsen, Stefan; Skocek, Jan; Huy Vu, Quoc
Conference object, Journal article, Peer reviewed
Accepted version
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salt+scaling+david+Wahlbom+et+al+23-NCR_paper_48+update+fra+DW+12may17.pdf (152.7Kb)
URI
http://hdl.handle.net/11250/2474329
Date
2017
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  • Institutt for konstruksjonsteknikk [2025]
  • Publikasjoner fra CRIStin - NTNU [26648]
Original version
Nordic Concrete Research. 2017, Proceedings of the XXIII Nordic Concrete Research Symposium, Part 2, 157-160.  
Abstract
The project will address the mechanism(s) of deterioration in frost salt scaling (FSS) including the potentially protective effect of entrained air voids and the performance of low-clinker blends. Frost deterioration of concrete is an important durability issue for concrete structures exposed to high humidity, frost and deicers (exposure classes XF1-4 in EN206). Today when the variety of binder compositions is rapidly increasing it is more important than ever to understand the mechanism behind the deterioration to define a reliable test method to obtain frost durable structures.
Publisher
Norsk Betongforening
Journal
Nordic Concrete Research

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