PDFBriefK-TRAN: KSU-13-6KansasKansas. Dept. of TransportationRiding, Kyle A.Esmaeily, AsadVosahlik, JanKansas State University. Transportation CenterUS Transportation CollectionAir void clustering around coarse aggregate in concrete has beenidentified as a potential source of low strengths in concrete mixes byseveral Departments of Transportation around the country. Researchwas carried out to (1) develop a quantitative measure of air voidclustering around aggregates; (2) investigate whether air void clusteringcan be reproduced in a laboratory environment; (3) determine if airvoid clustering contributes to lower compressive strengths in concretemixes; and (4) identify potential factors that may cause clustering
To improve the freezing and thawing resistance of concrete, air bubbles are entrained and distribute...
2019Final Report, October 2013 \u2013 February 2019PDFTech ReportWHRP 0092-14-05WisDOT SPR# 0092-14-...
672352688Final report; Nov. 2005-Dec. 2007.PDFTech ReportFHWA/LA/08-436Concrete plastic compositesAi...
Air void clustering around coarse aggregate in concrete has been identified as a potential source of...
Recent research reports have suggested that one of the potential causes of low compressive strengths...
The air void system purposely introduced by an air-entraining admixture (AEA) is of great significan...
3829418PDFTech ReportVHTRC 78-R35VirginiaVirginia Transportation Research CouncilOzyildirim, H. Celi...
12073533Final report.PDFTech ReportVHTRC 85-R30VirginiaVirginia Transportation Research CouncilOzyil...
Air entraining admixtures (vinsol or non-vinsol) are used in concrete mixes that will be exposed to ...
672352748Technical summary report.PDFTech ReportFHWA/LA/08-436Concrete plastic compositesAir content...
2013Final Report, Aug. 2009 \u2013 Aug. 2013PDFTech ReportOTCREOS9.1-31-FDTRT06-G-0016Fresh concrete...
Significant reduction in both strength and durability of concrete is brought about by voids left wit...
The introduction of air into concrete mixes has some different effects on the properties of both the...
010551002007Final Report 2003-2006PDFTech ReportWHRP 07-05WisDOT SPR# 0092-03-16Air contentAir entr...
65220105Final report;May 2004March 2006.PDFTech ReportVTRC 06-R27Air voidsEntrained airAir contentVi...
To improve the freezing and thawing resistance of concrete, air bubbles are entrained and distribute...
2019Final Report, October 2013 \u2013 February 2019PDFTech ReportWHRP 0092-14-05WisDOT SPR# 0092-14-...
672352688Final report; Nov. 2005-Dec. 2007.PDFTech ReportFHWA/LA/08-436Concrete plastic compositesAi...
Air void clustering around coarse aggregate in concrete has been identified as a potential source of...
Recent research reports have suggested that one of the potential causes of low compressive strengths...
The air void system purposely introduced by an air-entraining admixture (AEA) is of great significan...
3829418PDFTech ReportVHTRC 78-R35VirginiaVirginia Transportation Research CouncilOzyildirim, H. Celi...
12073533Final report.PDFTech ReportVHTRC 85-R30VirginiaVirginia Transportation Research CouncilOzyil...
Air entraining admixtures (vinsol or non-vinsol) are used in concrete mixes that will be exposed to ...
672352748Technical summary report.PDFTech ReportFHWA/LA/08-436Concrete plastic compositesAir content...
2013Final Report, Aug. 2009 \u2013 Aug. 2013PDFTech ReportOTCREOS9.1-31-FDTRT06-G-0016Fresh concrete...
Significant reduction in both strength and durability of concrete is brought about by voids left wit...
The introduction of air into concrete mixes has some different effects on the properties of both the...
010551002007Final Report 2003-2006PDFTech ReportWHRP 07-05WisDOT SPR# 0092-03-16Air contentAir entr...
65220105Final report;May 2004March 2006.PDFTech ReportVTRC 06-R27Air voidsEntrained airAir contentVi...
To improve the freezing and thawing resistance of concrete, air bubbles are entrained and distribute...
2019Final Report, October 2013 \u2013 February 2019PDFTech ReportWHRP 0092-14-05WisDOT SPR# 0092-14-...
672352688Final report; Nov. 2005-Dec. 2007.PDFTech ReportFHWA/LA/08-436Concrete plastic compositesAi...