High water-cement ratio SCC robutness with novel cellulose based admixture

Hannele Kuosa

Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

Abstract

Novel cellulose based admixture (NCBA) grades were used to enhance medium strength SCC (w/c 0.60) robustness. Comparison was made with the use of limestone powder and a commercial stabilizer. Robustness was evaluated by measuring the effect of water content variation on slump-flow, viscosity by t500-time, sieve segregation and water bleeding. Hardened concrete segregation and strength was also evaluated. Robustness assessment was based on selected limiting values for both workability and stability properties. Novel cellulose based admixture was an effective way in SCC robustness enhancement. Robustness evaluation was possible by common SCC testing.
Original languageEnglish
Title of host publicationXXI Nordic Concrete Research Symposium
PublisherNorsk Betongforening
Pages69-72
ISBN (Print)978-82-8208-025-5
Publication statusPublished - 2011
MoE publication typeA4 Article in a conference publication
EventXXI Nordic Concrete Research Symposium - Hotel Rantasipi Aulanko, Hämeenlinna, Finland
Duration: 30 May 20111 Jun 2011

Publication series

SeriesNordic Concrete Research
Volume43
ISSN0800-6377

Conference

ConferenceXXI Nordic Concrete Research Symposium
CountryFinland
CityHämeenlinna
Period30/05/111/06/11

Fingerprint

cement
cellulose
sieves
limestone
hemorrhage
powders
viscosity
water
water content
testing

Keywords

  • self compacting concrete (SCC)
  • robustness
  • stability
  • novel cellulose based admisture

Cite this

Kuosa, H. (2011). High water-cement ratio SCC robutness with novel cellulose based admixture. In XXI Nordic Concrete Research Symposium (pp. 69-72). Norsk Betongforening. Nordic Concrete Research, Vol.. 43
Kuosa, Hannele. / High water-cement ratio SCC robutness with novel cellulose based admixture. XXI Nordic Concrete Research Symposium. Norsk Betongforening, 2011. pp. 69-72 (Nordic Concrete Research, Vol. 43).
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title = "High water-cement ratio SCC robutness with novel cellulose based admixture",
abstract = "Novel cellulose based admixture (NCBA) grades were used to enhance medium strength SCC (w/c 0.60) robustness. Comparison was made with the use of limestone powder and a commercial stabilizer. Robustness was evaluated by measuring the effect of water content variation on slump-flow, viscosity by t500-time, sieve segregation and water bleeding. Hardened concrete segregation and strength was also evaluated. Robustness assessment was based on selected limiting values for both workability and stability properties. Novel cellulose based admixture was an effective way in SCC robustness enhancement. Robustness evaluation was possible by common SCC testing.",
keywords = "self compacting concrete (SCC), robustness, stability, novel cellulose based admisture",
author = "Hannele Kuosa",
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Kuosa, H 2011, High water-cement ratio SCC robutness with novel cellulose based admixture. in XXI Nordic Concrete Research Symposium. Norsk Betongforening, Nordic Concrete Research, vol. 43, pp. 69-72, XXI Nordic Concrete Research Symposium, Hämeenlinna, Finland, 30/05/11.

High water-cement ratio SCC robutness with novel cellulose based admixture. / Kuosa, Hannele.

XXI Nordic Concrete Research Symposium. Norsk Betongforening, 2011. p. 69-72 (Nordic Concrete Research, Vol. 43).

Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

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Kuosa H. High water-cement ratio SCC robutness with novel cellulose based admixture. In XXI Nordic Concrete Research Symposium. Norsk Betongforening. 2011. p. 69-72. (Nordic Concrete Research, Vol. 43).