A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Air-void Stability in Fresh Self-consolidating Concretes Incorporating Rice Husk Ash
Abstract This paper presents the results of experimental study on air-void stability in fresh self-consolidating concretes. Two series of self-consolidating concrete were undertaken for conducting laboratory tests. Each series of concrete included three different fresh mixtures. The air-void stability in fresh concretes was investigated with respect to post-mixing and agitation. The air content of fresh concretes was determined at various test stages and adjusted considering aggregate correction factors. The flowing ability of the fresh concretes was also examined with regard to slump and slump flow. The entire testing period involved four stages extended to 60 and 90 minutes for series 1 and 2, respectively. Test results reveal that the slump and slump flow of the concrete mixtures were consistent in all test stages, and the loss of air content was minimal. The maximum loss of air content over the period of 60 and 90 minutes was less than 1.0%. Rice husk ash did not affect the air-void stability in fresh concretes. However, it increased the demand for high-range water reducer and air-entraining admixture. The overall test results indicate that the air-void stability in all fresh self-consolidating concretes was satisfactory.
Air-void Stability in Fresh Self-consolidating Concretes Incorporating Rice Husk Ash
Abstract This paper presents the results of experimental study on air-void stability in fresh self-consolidating concretes. Two series of self-consolidating concrete were undertaken for conducting laboratory tests. Each series of concrete included three different fresh mixtures. The air-void stability in fresh concretes was investigated with respect to post-mixing and agitation. The air content of fresh concretes was determined at various test stages and adjusted considering aggregate correction factors. The flowing ability of the fresh concretes was also examined with regard to slump and slump flow. The entire testing period involved four stages extended to 60 and 90 minutes for series 1 and 2, respectively. Test results reveal that the slump and slump flow of the concrete mixtures were consistent in all test stages, and the loss of air content was minimal. The maximum loss of air content over the period of 60 and 90 minutes was less than 1.0%. Rice husk ash did not affect the air-void stability in fresh concretes. However, it increased the demand for high-range water reducer and air-entraining admixture. The overall test results indicate that the air-void stability in all fresh self-consolidating concretes was satisfactory.
Air-void Stability in Fresh Self-consolidating Concretes Incorporating Rice Husk Ash
Safiuddin, Md. (author) / FitzGerald, G. R. (author) / West, J. S. (author) / Soudki, K. A. (author)
2006-01-01
10 pages
Article/Chapter (Book)
Electronic Resource
English
Air-Void Stability in Fresh Self-Consolidating Concretes Incorporating Rice Husk Ash
| British Library Conference Proceedings | 2006
| British Library Online Contents | 2012
SELF-CONSOLIDATING HIGH PERFORMANCE CONCRETE INCORPORATING RICE HUSK ASH
| British Library Conference Proceedings | 2005