By Andreas Huss, Hans W. Reinhardt (auth.), Kamal Henri Khayat, Dimitri Feys (eds.)
The 6th overseas 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 a hundred thirty papers have been offered on the common periods as well as different papers mentioned throughout the poster consultation. the most objective of this convention used to be to assemble representatives from undefined, universities, and executive organizations to provide the most recent details at the technology and expertise of SCC and to debate learn wishes and marketplace attractiveness of this evolving know-how. The RILEM sequence of symposia begun in 1999 in Stockholm, by means 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 luck with a gradually expanding variety of papers, members, and curiosity from throughout globe.
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Additional resources for Design, Production and Placement of Self-Consolidating Concrete: Proceedings of SCC2010, Montreal, Canada, September 26-29, 2010
2002), Water Demand of Fine Granular Compositions, Beton, vol. 51, n. 5, pp. 242-248 (in German). European Committee for Standardization: EN 196 – Methods of testing cement, (2005). , Höveling, H. and Anders, S. (2007), Superplasticizer-Based Approach for Optimized Pastecomposition and Robustness of SCC, In: Procedings of the 5th Int. , Boel, V. L. Bagneux, pp 89-94. Lohaus, L. and Ramge, P. (2008), Robustness of UHPC – A new Approach for mixture Proportioning, In: Procedings of the 2nd Int. , Schmidt M.
Only once the mortar provides sufficient performance the next step is taken. Perhaps not all properties observed on paste and mortar have significant influence on the concrete, but nevertheless proper performance of paste and mortar is a precondition for proper SCC performance. Therefore, the robustness of paste and mortar is dealt with in this paper. The Superplastisizer Based Approach Water demand / characteristic consistency In general the water demand of any granular mixture is dependent on the specific surface and the packing density.
For the practical use granular mixtures that show a long shallow (preferably linear) slope in the characteristic consistency curve are most suitable for tough application conditions, as the consistency can be adjusted in a rather wide range. Changes in the water demand caused by environmental influences or changes in the properties of one component can be buffered by the adjustment of the consistency through the fluid dosage without changing the general properties of the mixture. Figure 6 shows an example of characteristic boundary consistency curves of two paste mixtures.
Design, Production and Placement of Self-Consolidating Concrete: Proceedings of SCC2010, Montreal, Canada, September 26-29, 2010 by Andreas Huss, Hans W. Reinhardt (auth.), Kamal Henri Khayat, Dimitri Feys (eds.)