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Very High Strength Cement for Very High Strength Concrete

Published online by Cambridge University Press:  22 February 2011

Pierre-Claude Aftcin ,
Claude Bédard ,
M. A. Sc. Marc Plumat  and
Gilbert Haddad
Pierre-Claude Aftcin
Affiliation:
Université de Sherbrooke Sherbrooke, P.Q. Canada
Claude Bédard
Affiliation:
Canada Cement Lafarge Ltd., Research and Montreal, P.Q. Canada Technical Centre
M. A. Sc. Marc Plumat
Affiliation:
Canada Cement Lafarge Ltd., Research and Montreal, P.Q. Canada Technical Centre
Gilbert Haddad
Affiliation:
Lavalin Inc., Montreal, P.Q. Canada
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Abstract

During 1984 summer, an experimental concrete column was cast in a 26-story high-building using a 100 MPa silica fume concrete. Only the coarse aggregate was selected specifically for this concrete. The cement used was an ordinary type 1 Portland cement. The superplasticizer was a naphthalene base. The field conditions were among the most unfavourable, the transportation was about 3/4 of an hour. The placing lasted 15 minutes. However, after 1 h 00 the slump of this concrete having a water/cementitious ratio of 0.25 was still higher than 100 mm so that the concrete was placed without any problems.

Type
Research Article
Information
MRS Online Proceedings Library (OPL) , Volume 42: Symposium L – Very High Strength Cement-Based Materials , 1984 , 201
Copyright
Copyright © Materials Research Society 1985

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References

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