By Andreas Huss, Hans W. Reinhardt (auth.), Kamal Henri Khayat, Dimitri Feys (eds.)
The 6th foreign RILEM Symposium on SCC and the Fourth North-American convention at the layout and Use of SCC have been hung on Sept 26-29, 2010 in Montreal, Quebec, Canada. nearly one hundred thirty papers have been provided on the common classes as well as different papers mentioned throughout the poster consultation. the most objective of this convention used to be to compile representatives from undefined, universities, and govt organizations to offer the most recent info at the technology and expertise of SCC and to debate learn wishes and industry reputation of this evolving expertise. The RILEM sequence of symposia begun in 1999 in Stockholm, by way of Tokyo in 2001, Reykjavik in 2003, Chicago in 2005, and Ghent in 2007. The North-American convention at the layout and Use of SCC used to be held in Chicago in 2002, 2005, and 2008. either sequence of meetings loved nice good fortune with a progressively expanding variety of papers, contributors, and curiosity from throughout globe.
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Additional info for Design, Production and Placement of Self-Consolidating Concrete: Proceedings of SCC2010, Montreal, Canada, September 26-29, 2010
Sample text
Silica fume was shown as a useful stabilizer as it does not fully disperse with the commonly used PCE-based superplasticizers. The superplasticizers however do have a significant impact on Silica fume as well, even in the absence of cement. Besides necessary concrete scale tests, further research should be done to study the influence of boundary conditions like changes in the temperature or the mixing process on the robustness. In addition it should be investigated how these negative effects can be avoided respectively minimized by means of mixture proportioning.
Di Prisco, M. S. (2008), Tailoring optimum performance for structural use of self consolidating SFRC, Proc. Befib 2008, 7th Int. RILEM Symp. on FRC, Chennai, R. ), pp. 739-750. CEN, European committee for standardization (2009), Fpr 206-9: Concrete – Part 9: Additional rules for self-compacting concrete (SCC). CEN, European committee for standardization (2009), FprEN 12350, Testing fresh concrete: Slump flow test (part 8), V-funnel test (part 9), L box test (part 10), Sieve segregation test (part 11), J-ring test (part 12).
In total, 24 mixtures were non air-entrained and were prepared using crushed aggregate or gravel with three MSA of 10, 14, and 20 mm. 38. Three different binder compositions were investigated. The effect of slump flow consistency on performance was also investigated. Test results indicate that SCC made with the higher w/cm exhibited superior fluidity retention, passing ability, and filling capacity. Mixtures proportioned with the lower w/cm developed greater stability. Mixtures made with the crushed aggregate of 10 mm MSA exhibited greater passing ability, higher filling capacity, and better retention of air content than similar SCC prepared with 14 and 20 mm MSA.
