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Alkali activated ground granulated blast-furnace slag concrete: Preliminary investigation

โœ Scribed by E. Douglas; A. Bilodeau; J. Brandstetr; V.M. Malhotra


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
369 KB
Volume
21
Category
Article
ISSN
0008-8846

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โœฆ Synopsis


This report presents results of a preliminary investigation dealing with the compressive strength development of alkali activated ground granulated blast-furnace slag concretes. These concretes incorporated sodium silicate as an activator but did not contain any portland cement.

The five concrete mixtures studied were proportioned using sodium silicate and small amounts of hydrated lime.

The water-to-binder ratio of the mixtures ranged from 0.34 to 0.50.

The air-entrained concrete produced satisfactory workability.

The 1-day and 28-day compressive strengths of the concretes ranged from 20.4 to 38.9 MPa and from 45.5 to 59.6 MPa, respectively. The 7-and 14-day flexural strengths were of the order of 5 MPa.


๐Ÿ“œ SIMILAR VOLUMES


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โœ P.M. Gifford; J.E. Gillott ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 397 KB

This paper examines the dimensional change of concrete prisms that were fabricated using concrete made with either sodium silicate or sodium carbonate ABFSC binder incorporating either an innocuous control aggregate, an aggregate that is known to be reactive by way of ASR or ACR in ordinary Portland