Computers and Concrete

  • 제13권4호
  • /
  • Pages.423-436
  • /
  • 2014
  • /
  • 1598-8198(pISSN)
  • /
  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Influence of Iranian low-reactivity GGBFS on the properties of mortars and concretes by Taguchi method

  • Ramezanianpour, A.A. (Concrete Technology and Durability Research Center (CTDRC), Amirkabir University of Technology) ;
  • Kazemian, A. (Concrete Technology and Durability Research Center (CTDRC), Amirkabir University of Technology) ;
  • Radaei, E. (Department of Civil Engineering, Amirkabir University of Technology) ;
  • AzariJafari, H. (Civil Engineering Department, Tabari Institute of Higher Education) ;
  • Moghaddam, M.A. (Department of Civil Engineering, Amirkabir University of Technology)
  • 투고 : 2013.07.24
  • 심사 : 2014.01.11
  • 발행 : 2014.05.30
⟨ 이전 논문 다음 논문 ⟩

초록

Ground Granulated Blast Furnace Slag (GGBFS) is widely used as an effective partial cement replacement material. GGBFS inclusion has already been proven to improve several performance characteristics of concrete. GGBFS provides enhanced durability, including high resistance to chloride penetration and protection against alkali silica reaction. In this paper results of an experimental research work on influence of low-reactivity GGBFS (which is largely available in Iran) on the properties of mortars and concretes are reported. In the first stage, influence of GGBFS replacement level and fineness on the compressive strength of mortars was investigated using Taguchi method. The analysis of mean (ANOM) statistical approach was also adopted to develop the optimal conditions. Next, based on the obtained results, concrete mixtures were designed and water penetration, capillary absorption, surface resistivity, and compressive strength tests were carried out on highstrength concrete specimens at different ages up to 90 days. The results indicated that 7-day compressive strength is adversely affected by GGBFS inclusion, while the negative effect is less evident at later ages. Also, it was inferred that use of low-reactivity GGBFS (at moderate levels such as 20% and 30%) can enhance the impermeability of high-strength concrete since 28 days age.

키워드

참고문헌

  1. Ahmadi, B. and Shekarchi, M. (2010), "Use of natural zeolite as a supplementary cementitious material", Cement. Concrete Compos., 32, 134-141. https://doi.org/10.1016/j.cemconcomp.2009.10.006
  2. Atis CD, B.C. (2007), "Wet and dry cured compressive strength of concrete containing ground granulated blast-furnace slag", Build Environ., 42, 3060-3065. https://doi.org/10.1016/j.buildenv.2006.07.027
  3. ASTM (2011), "ASTM C150/C150M-11: Standard specification for portland cement", ed.
  4. ASTM (2012), "ASTM C989/C989M-12a: Standard Specification for Slag Cement for Use in Concrete and Mortars", ed.
  5. ASTM (2006), "ASTM C778-06: Specification for standard sand".
  6. Binici, T.H.H. and Kose, M. (2007), "The effect of fineness on the properties of the blended cements incorporating ground granulated blast furnace slag and ground basaltic pumice", Constr. Build Mater., 21, 1122-1128. https://doi.org/10.1016/j.conbuildmat.2005.11.005
  7. Boukendakdji, S.K.O., Kadri, E.H. and Rouis, F. (2009), "Effect of slag on the rheology of fresh selfcompacted concrete", Constr. Build Mater., 23, 2593-2598. https://doi.org/10.1016/j.conbuildmat.2009.02.029
  8. Bouikni, R.N.S.A. and Bali, A. (2009), "Durability properties of concrete containing 50% and 65% slag", Constr. Build Mater., 23, 2836-2845. https://doi.org/10.1016/j.conbuildmat.2009.02.040
  9. British Standards, BS EN 12390-8:2000 (2000), "Depth of penetration of water under pressure".
  10. British Standards, BS 6699 (1992), "Specification for ground granulated blast furnace slag for use with Portland cement".
  11. British Standards, BS EN-480-5 (2009), "Determination of capillary absorption".
  12. Chopin, D, de Larrard, F. and Cazacliu, B. (2004), "Why do HPC and SCC require a longer mixing time?", Cement Concrete Res., 34, 2237-2243. https://doi.org/10.1016/j.cemconres.2004.02.012
  13. Chou, C.S., Yang, R., Chen, J.H. and Chou, S.H. (2010), "The optimum conditions for preparing the leadfree piezoelectric ceramic of $Bi_{0.5}$ $Na_{0.5}$ $TiO_3$ using the Taguchi method", Powder. Technol., 199, 264-271. https://doi.org/10.1016/j.powtec.2010.01.015
  14. Domone P.L, J.J. (1999), "Properties of mortar for self-compacting concrete", Proceedings of the 1st international RILEM symposium on self-compacting concrete, 109-120.
  15. Edamatsu, Y.S.T.O.M., (2003), "A mix-design method for self-compacting concrete based on mortar flow and funnel tests", 3rd international symposium on self compacting concrete, Reykjavik, Iceland, 345-355.
  16. Feng N,L.G. and Zang X. (1990), "High-strength and flowing concrete with a zeolitic mineral admixture", ASTM J. Cement Concrete Aggre., 12(2), 61-69. https://doi.org/10.1520/CCA10273J
  17. Feng, N. and Hao, T. (1998), "Mechanism of natural zeolite powder in preventing alkali-silica reaction in concrete", Adv. Cem. Res., 10, 101-108. https://doi.org/10.1680/adcr.1998.10.3.101
  18. Frigione, G., (1986), "Manufacture and characteristics of Portland blast furnace slag cements", in Blended cements ASTM STP897, Philaelphia: American Society for Testing and Materials, 15-28.
  19. FM 5-578, Florida method of test for concrete resistivity as an electrical indicator of its permeability, ed.
  20. Garcia, V., Francois, R., Carcasses, M. and Gegout, P.H. (2013), "Potential measurement to determine the chloride threshold concentration that initiates corrosion of reinforcing steel bar in slag concretes", Mater Struct, DOI: 10.1617/s11527-013-0130-5.
  21. Guo, L.P., Sun, W., Zheng, K.R., Chen, H.J. and Liu, B. (2007), "Study on the flexural fatigue performance and fractal mechanism of concrete with high proportions of ground granulated blast-furnace slag", Cement Concrete Res, 37(2), 242-250. https://doi.org/10.1016/j.cemconres.2006.11.009
  22. Gopalakrishnan, S.K.T. and Bharatkumar, B.H. (2001), "Investigation on the flexural behaviour of reinforced concrete beams containing supplementary cementitious materials", ACI Mater J., 645-664.
  23. Hanzic, L., Kosec, L. and Anzel, I., (2010), "Capillary absorption in concrete and the Lucas-Washburn equation", Cement Concrete Compos, 32, 84-91. https://doi.org/10.1016/j.cemconcomp.2009.10.005
  24. Johari M,B.J., Kabir, S.H. and Rivard P., (2011), "Influence of supplementary cementitious materials on engineering properties of high strength concrete", Constr. Build Mater., 25, 2639-2648. https://doi.org/10.1016/j.conbuildmat.2010.12.013
  25. Kolias, S. and Georgiou, C., (2005), "The effect of paste volume and of water content on the strength and water absorption of concrete", Cement Concrete Compos, 27, 211-216. https://doi.org/10.1016/j.cemconcomp.2004.02.009
  26. Mehta, P.K. (1983), "Pozzolanic and cementitious by products as mineral admixtures for concrete - a critical review", in ACI Special Publication SP-79, 1-46.
  27. Neville, A. (1997), Properties of concrete. New York: Wiley.
  28. Oner, A.A.S. (2007), "An experimental study on optimum usage of GGBS for the compressive strength of concrete", Cement Concrete Compos., 29, 505-514. https://doi.org/10.1016/j.cemconcomp.2007.01.001
  29. Ramezanianpour, A.A., Ghiasvand, E., Nickseresht, I., Mahdikhani, M. and Moodi, F. (2009), "Influence of various amounts of limestone powder on performance of Portland limestone cement concretes", Cement Concrete Compos., 31, 715-720. https://doi.org/10.1016/j.cemconcomp.2009.08.003
  30. Ramezanianpour, A.A., Pilvar, A., Mahdikhani, M. and Moodi, F. (2011), "Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength", Constr. Build Mater., 25, 2472-2479. https://doi.org/10.1016/j.conbuildmat.2010.11.069
  31. Ramezanianpour, A.A., Kazemian, A., Sarvari, M. and Ahmadi, B. (2013), "Use of natural zeolite to produce self-consolidating concrete with low portland cement content and high durability", J. Mater. Civil Eng., ASCE, 25(5), 589-596. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000621

피인용 문헌

  1. Workability retention and compressive strength of self-compacting concrete incorporating pumice powder and silica fume vol.134, 2017, https://doi.org/10.1016/j.conbuildmat.2016.12.090
  2. Optimizing pervious concrete pavement mixture design by using the Taguchi method vol.101, 2015, https://doi.org/10.1016/j.conbuildmat.2015.10.094
  3. Life cycle assessment of pavements: reviewing research challenges and opportunities vol.112, 2016, https://doi.org/10.1016/j.jclepro.2015.09.080
  4. Influence of Anchorage Arrangement on Uplift Resistance of Concrete Columns Reinforced by Circular Steel Tube with Ring Shear Connectors Using Taguchi Method pp.2191-4281, 2019, https://doi.org/10.1007/s13369-018-3442-5
  5. The effect of attack of chloride and sulphate on ground granulated blast furnace slag concrete vol.4, pp.2, 2014, https://doi.org/10.12989/acc.2016.4.2.107
  6. Monitoring the Carbonation-Induced Microcracking in Alkali-Activated Slag (AAS) by Nonlinear Resonant Acoustic Spectroscopy (NRAS) vol.7, pp.1, 2014, https://doi.org/10.1520/acem20170133
  7. Investigation on the Failure Behavior of Engineered Cementitious Composites under Freeze-Thaw Cycles vol.12, pp.11, 2019, https://doi.org/10.3390/ma12111808
  8. Durability of epoxy polymer and ordinary cement concrete in aggressive environments vol.234, pp.None, 2014, https://doi.org/10.1016/j.conbuildmat.2019.117887