The Influence of Supplementary Cementitious Materials on Climate Impact of Concrete Structures Exposed to Chlorides
| Author(s): |
Nadia Al-Ayish
(Ph.D. candidate, RISE CBI Betonginstitutet , Drottning Kristinas v. 26, 114 28 Stockholm)
Otto During (M.Sc., RISE CBI Betonginstitutet , Drottning Kristinas v. 26, 114 28 Stockholm) Katarina Malaga (Ph.D. Associate professor, RISE CBI Betonginstitutet , Drottning Kristinas v. 26, 114 28 Stockholm) Nelson Silva (Ph.D., RISE CBI Betonginstitutet , Drottning Kristinas v. 26, 114 28 Stockholm) Kjartan Gudmundsson (Ph.D. Associate professor, Royal Institute of Technology (KTH), Department of Civil and Architectural Engineering , Brinellv. 23, 10044 Stockholm) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Nordic Concrete Research, June 2018, n. 1, v. 58 |
| Page(s): | 77-93 |
| DOI: | 10.2478/ncr-2018-0005 |
| Abstract: |
Addition of fly ash or GGBS in concrete has shown to increase the durability and thus the service life of concrete structures exposed to chlorides. Currently, the durability relies on regulations, which beside a minimum cover thickness also put constraint on amount and type of SCM in different environments. Swedish regulations do not, however, consider the actual durability of different binders. As a consequence, a LCA might be misleading. This paper investigates the climate impact of concrete with SCM in chloride environment. Current prescriptive design approach is compared with a performance based service life approach and applied to bridge parts. |
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data sheet - Reference-ID
10705866 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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