Commenced in January 2007
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Edition: International
Paper Count: 31242
Self-Compacting White Concrete Mix Design Using the Particle Matrix Model

Authors: Samindi Samarakoon, Ørjan Sletbakk Vie, Remi Kleiven Fjelldal


White concrete facade elements are widely used in construction industry. It is challenging to achieve the desired workability in casting of white concrete elements. Particle Matrix model was used for proportioning the self-compacting white concrete (SCWC) to control segregation and bleeding and to improve workability. The paper presents how to reach the target slump flow while controlling bleeding and segregation in SCWC. The amount of aggregates, binders and mixing water, as well as type and dosage of superplasticizer (SP) to be used are the major factors influencing the properties of SCWC. Slump flow and compressive strength tests were carried out to examine the performance of SCWC, and the results indicate that the particle matrix model could produce successfully SCWC controlling segregation and bleeding.

Keywords: Particle, mix design, white concrete, matrix model

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[1] L. Ferrara, Y-D. Park and S. P. Shah, “A method for mix-design of fiber-reinforced self-compacting concrete”, Cement and Concrete Research, vol.37, no.6, June 2007, pp. 957–971.
[2] N. Su, K-C. Hsu and H-W. Chai, (2001 “A simple mix design method for self-compacting concrete”, Cement and Concrete Research, vol.31, no.12, December 2001, pp. 1799–1807.
[3] S. Jacobsen, Concrete Technology-1, Compendium, Norwegian University of Science and Technology, 2009, Trondheim, Norway.
[4] E. Mortsell, M. Maage and S. Smeplass, “A particle-matrix model for prediction of workability of concrete,” P.J.M. Bartos, C.L. Marrs, and D.J. Cleland, Eds., Production Methods and Workability of Concrete, Proc. of the Conf. RILEM, E&FN Spon, 1996, pp.429-438.
[5] S. Smeplass, and E. Mortsell, “The particle matrix model applied on SCC”, Proceedings of the Second International Symposium on Self- Compacting Concrete, Tokyo, Japan, 2001, pp.267-276.
[6] K. Reknes, “Particle-matrix model based design of self-compacting concrete with lignosulfonate water reducer”, Proceedings of the Second International Symposium on Self-Compacting Concrete, Tokyo, Japan, 2001, pp.247-256.
[7] E. Øfsdahl, Fibre-reinforced Self-compacting Concrete: Prediction of Rheological Properties, Master Thesis, 2012, NTNU, Trondheim, Norway.
[8] SCC Guidelines, The European Guidelines for Self Compacting Concrete; specification, production and use, 2005, SCC European Project Group, 2005.pdf (accessed on 29.12.2014).
[9] Betong, Spesifikasjon og produksjonsveiledning for selvkomprimerende betong, Norsk betongforening publikasjon nr.29, Norsk Betongforening, 2007, Oslo, Norge (In Norwegian)
[10] NS EN 206-1: Concrete-Part 1: Specification, performance, production and conformity, European Standard, 2000.