Simplified Mixture Design for Production of Self- Consolidating Concrete

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Simplified Mixture Design for Production of Self- Consolidating Concrete

Author(s): T. Hemalatha, Ananth Ramaswamy, and J. M. Chandra Kishen

Publication: Materials Journal

Volume: 112

Issue: 2

Appears on pages(s): 277-286

Keywords: fly ash; high strength; medium strength; ordinary strength; SCC; silica fume

DOI: 10.14359/51687102

Date: 3/1/2015

Abstract:
In this work, a methodology to achieve ordinary-, medium-, and high-strength self-compacting concrete (SCC) with and without mineral additions is proposed. The inclusion of Class F fly ash increases the density of SCC but retards the hydration rate, resulting in substantial strength gain only after 28 days. This delayed strength gain due to the use of fly ash has been considered in the mixture design model. The accuracy of the proposed mixture design model is validated with the present test data and mixture and strength data obtained from diverse sources reported in the literature.

Related References:

1. Okamura, H., and Ozawa, K., “Mix-Design for Self-Compacting Concrete,” Concrete Library of JSCE, V. 25, 1995, pp. 107-120.

2. Okamura, H., and Ouchi, M., “Self-Compacting Concrete,” Journal of Advanced Concrete Technology, V. 1, No. 1, 2003, pp. 5-15. doi: 10.3151/jact.1.5

3. EFNARC, “The European Guidelines for Self-Compacting Concrete: Specification, Production and Use,” European Federation of Specialist Construction Chemicals and Concrete Systems, Surrey, UK, 2005, 68 pp.

4. Khayat, K.; Ghezal, A.; and Hadriche, M. S., “Factorial Design Models for Proportioning Self-Consolidating Concrete,” Materials and Structures, V. 32, No. 9, 1999, pp. 679-686. doi: 10.1007/BF02481706

5. Ferrara, L.; Park, Y. D.; and Shah, S. P., “A Method for Mix-Design of Fiber-Reinforced Self-Compacting Concrete,” Cement and Concrete Research, V. 37, No. 6, 2007, pp. 957-971. doi: 10.1016/j.cemconres.2007.03.014

6. Su, N.; Hsu, K.; and Chai, H. W., “A Simple Mix Design Method for Self-Compacting Concrete,” Cement and Concrete Research, V. 31, No. 12, 2001, pp. 1799-1807. doi: 10.1016/S0008-8846(01)00566-X

7. Khayat, K.; Ghezal, A.; and Hadriche, M. S., “Utility of Statistical Models in Proportioning Self-Consolidating Concrete,” Materials and Structures, V. 33, No. 5, 2000, pp. 338-344. doi: 10.1007/BF02479705

8. Aggarwal, P.; Siddique, R.; Aggarwal, Y.; and Gupta, S. M., “Self-Compacting Concrete—Procedure for Mix Design,” Leonardo Electronic Journal of Practices and Technologies, V. 12, 2008, pp. 15-24.

9. de Larrard, F., Concrete Mixture Proportioning: A Scientific Approach, CRC Press, Boca Raton, FL, 1999, 448 pp.

10. Bouzoubaâ, N., and Lachemi, M., “Self-Compacting Concrete Incorporating High Volumes of Class F Fly Ash: Preliminary Results,” Cement and Concrete Research, V. 31, No. 3, 2001, pp. 413-420. doi: 10.1016/S0008-8846(00)00504-4

11. Sedran, T.; de Larrard, F.; Hourst, F.; and Contamines, C., “Mix Design of Self-Compacting Concrete,” Proceedings of RILEM International Conference on Production Methods and Workability of Fresh Concrete, E&FN Spon, London, UK, 1996, pp. 484-492.

12. ASTMC29/C29M-07, “Standard Test Method for Bulk Density (Unit Weight) and Voids in Aggregate,” ASTM International, West Conshohocken, PA, 2009, 5 pp.

13. Brouwers, H., and Radix, H., “Self-Compacting Concrete: Theoretical and Experimental Study,” Cement and Concrete Research, V. 35, No. 11, 2005, pp. 2116-2136. doi: 10.1016/j.cemconres.2005.06.002

14. Sebaibi, N.; Benzerzour, M.; Sebaibi, Y.; and Abriak, N.-E., “Composition of Self Compacting Concrete (SCC) Using the Compressible Packing Model, the Chinese Method and the European Standard,” Construction & Building Materials, V. 43, 2013, pp. 382-388. doi: 10.1016/j.conbuildmat.2013.02.028

15. Sonebi, M., “Medium Strength Self-Compacting Concrete Containing Fly Ash: Modelling Using Factorial Experimental Plans,” Cement and Concrete Research, V. 34, No. 7, 2004, pp. 1199-1208. doi: 10.1016/j.cemconres.2003.12.022

16. Xie, Y.; Liu, B.; Yin, J.; and Zhou, S., “Optimum Mix Parameters of High-Strength Self-Compacting Concrete with Ultrapulverized Fly Ash,” Cement and Concrete Research, V. 32, No. 3, 2002, pp. 477-480. doi: 10.1016/S0008-8846(01)00708-6

17. IS, 12269-1987, “Specification for 53 Grade Ordinary Portland Cement (Reaffirmed 2004),” Bureau of Indian Standards, New Delhi, India, 2004, 26 pp.

18. ASTM C618-08a, “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete,” ASTM International, West Conshohocken, PA, 2008, 3 pp.

19. ASTM C1240-05, “Standard Specification for Silica Fume Used in Cementitious Mixtures,” ASTM International, West Conshohocken, PA, 2005, 7 pp.

20. Roussel, N., and Le Roy, R., “The Marsh Cone: A Test or a Rheological Apparatus?,” Cement and Concrete Research, V. 35, No. 5, 2005, pp. 823-830. doi: 10.1016/j.cemconres.2004.08.019

21. Cojbasic, L.; Stefanovic, G.; Sekulic, Z.; and Heckmann, S., “Influence of the Fly Ash Chemical Composition on the Portland Cement and Fly Ash Mixture Hydration Mechanism,” Facta Universitatis, V. 3, No. 1, 2005, pp. 117-125.

22. Papadakis, V. G., “Effect of Fly Ash on Portland Cement Systems Part I. Low-Calcium Fly Ash,” Cement and Concrete Research, V. 29, No. 11, 1999, pp. 1727-1736. doi: 10.1016/S0008-8846(99)00153-2

23. Chowdary, S., and Basu, P. C., “New Methodology to Proportion Self-Consolidating Concrete with High-Volume Fly Ash,” ACI Materials Journal, V. 107, No. 3, May-June 2010, pp. 222-230.

24. Trkel, S., and Kandemir, A., “Fresh and Hardened Properties of SCC Made with Different Aggregate and Mineral Admixtures,” Journal of Materials in Civil Engineering, ASCE, V. 22, No. 10, 2010, pp. 823-830.

25. Gurjar, A. H., “Mix Design and Testing of Self-Consolidating Concrete using Florida Materials,” Report No. BD 503, Florida Department of Transportation, Tallahassee, FL, 2004, 113 pp.

26. Termkhajornkit, P.; Nawa, T.; and Kurumisawa, K., “Effect of Water Curing Conditions on the Hydration Degree and Compressive Strengths of Fly Ash-Cement Paste,” Cement and Concrete Composites, V. 28, No. 9, 2006, pp. 781-789. doi: 10.1016/j.cemconcomp.2006.05.018

27. Japan Society of Civil Engineers, High-Fluidity Concrete Construction Guideline, Concrete Library 93, Tokyo, Japan, 1999.

28. Bernabeu and Laborde, “SCC—Production System for Civil Engineering,” Final Report of Task 8.3, Brite Euram Contract No. BRPR-CT96-0366, 2000, 40 pp.

29. Hodgson, D.; Schindler, A. K.; Brown, D. A.; and Stroup-Gardiner, M., “Self-Consolidating Concrete for Use in Drilled Shaft Applications,” Journal of Materials in Civil Engineering, ASCE, V. 17, No. 3, 2005, pp. 363-369.doi: 10.1061/(ASCE)0899-1561(2005)17:3(363)

30. Mehta, P. K., and Monteiro, P. J., Concrete: Microstructure, Properties, and Materials, third edition, Tata McGraw-Hill, Noida, India, 2006, 659 pp.

31. Aïtcin, P. C., High Performance Concrete, Taylor and Francis Group Plc, New York, 1998, 624 pp.


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer