Abstract
The Freiesleben Maturity function is widely used for planning of execution. We tested if for concrete with and without fly ash. The test showed surprisingly that the maturity function in general is not valid. We found that curing at high temperature gave a significant decrease in strength. Fly ash appears to reduce this decrease somewhat. We also examined the resistance against chloride penetration for the different concrete types. The resistance was reduced at high temperatures for concrete without fly ash. For concrete with fly ash, it was the opposite; concrete
with fly ash obtained higher resistance by heat curing.
with fly ash obtained higher resistance by heat curing.
Originalsprog | Engelsk |
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Publikationsdato | aug. 2014 |
Antal sider | 4 |
Status | Udgivet - aug. 2014 |
Begivenhed | XXII Nordic Concrete Research Symposium - Reykjavik, Island Varighed: 13 aug. 2014 → 14 aug. 2014 |
Konference
Konference | XXII Nordic Concrete Research Symposium |
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Land | Island |
By | Reykjavik |
Periode | 13/08/14 → 14/08/14 |