Traditional concrete is made by mixing all the ingredients in a mixer. Then the mixed concrete is placed in a formwork. Two-stage concrete is constructed by first placing the course aggregate into 30 × 30 × 30 cm moulds and then grouting the voids of the course aggregate with a special grout mixture. Since a large volume of the two-stage concrete is occupied by coarse aggregate, it is likely that variations in coarse aggregate content will significantly influence the strength of the concrete. The stresses are mainly transferred by the coarse aggregate skeleton to the grout. The quanticv of snad does not influence the compressive strength of two-stage concrete, but influences the physical properties of the mixture (grout), e.g. fluidity and sedimentation, because the grout must be sufficiently liquid to fi11 the voids in the aggregate skeleton. The paper describes aspects of the effect of the quantity of sand on the compressive strength of the two-stage concrete method.
Article navigation
December 1996
Research Article|
December 01 1996
Effect of the quantity of sand on the compressive strength of two-stage concrete Available to Purchase
H. S. Abdelgader(Libya)
Technical University of Gdansk
Search for other works by this author on:
*
Technical University of Gdansk, Poland
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 1996 Thomas Telford Ltd
1996
Magazine of Concrete Research (1996) 48 (177): 353–360.
Citation
Abdelgader(Libya) HS (1996), "Effect of the quantity of sand on the compressive strength of two-stage concrete". Magazine of Concrete Research, Vol. 48 No. 177 pp. 353–360, doi: https://doi.org/10.1680/macr.1996.48.177.353
Download citation file:
Suggested Reading
Editorial
Structural Concrete (September,2007)
2007 reviewers
Structural Concrete (December,2007)
Editorial
Structural Concrete (December,2009)
2009 reviewers
Structural Concrete (December,2009)
Editorial
Structural Concrete (March,2007)
Related Chapters
A new assessment model for shear in reinforced concrete bridges with short anchorage lengths
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
COMPARISON BETWEEN MIX PROPORTIONS METHODS ON CONCRETE RESISTANCE TO CHEMICAL DEGRADATION
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
CHLORIDE CONCENTRATION OF 25-YEAR-OLD CONCRETE
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
