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Experimental study on strength gaining characteristics of concrete using Portland Composite Cement

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KSCE Journal of Civil Engineering Aims and scope

Abstract

This study deals with experimental investigation of strength gaining characteristics of concrete made with Portland Composite Cement (PCC) and Ordinary Portland Cement (OPC). Compressive strength of concrete is often considered as a measure to determine the rate of strength gain of concrete with age and different cement composition. Strength developments of five concrete types have been investigated in terms of cement content and curing duration. Experimental observations on 495 specimens reveal that the early age strength of PCC concrete is lower than that of OPC concrete. Based on the test results, lack of proper pozzolanic reaction in the presence of fly ash in PCC concrete strength is lower at early age. The pozzolanic activity of fly ash also contributes to the strength gain at later stages of continuous curing. This study also concludes that drying ambient conditions reduce the strength potential of PCC concrete as the secondary (pozzolanic) reaction fails to contribute to the development of strength.

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References

  • ACI Committee (1987). “Use of fly ash in concrete.” American Concrete Institute Materials J., pp. 381–409.

    Google Scholar 

  • Ahmadi, B. and Shekarchi, M. (2010). “Use of natural zeolite as a supplementary cementitious material.” Cem. Concr. Comp., Vol. 32, No. 2, pp. 134–141.

    Article  Google Scholar 

  • Brue, F., Davy, C. A., Skoczylas, F., Burlion, N., and Bourbon, X. (2012). “Effect of temperature on the water retention properties of two high performance concretes.” Cem. Concr. Res., Vol. 42, No. 2, pp. 384–396.

    Article  Google Scholar 

  • Celik, O., Damci, E., and Piskin, S. (2008). “Characterization of fly ash and it effect on the compressive strength properties of Portland cement.” Indian J. of Eng. & Materials Sci., Vol. 15, No. 5, pp. 433–440.

    Google Scholar 

  • Chindaprasirt, P., Jaturapitakkul, C. H., and Sinsiri, T. (2005). “Effect of fly fineness on compressive strength and pore size of blended cement paste.” Cem. Concr. Comp., Vol. 27, No. 4, pp. 425–428.

    Article  Google Scholar 

  • El-Nemr, K. F. (2011). “Effect of different curing systems on the mechanical and physico-chemical properties of acrylonitrile butadiene rubber vulcanizates.” Materials & Design, Vol. 32, No. 6, pp. 3361–3369.

    Article  Google Scholar 

  • Florea, M. V. A. and Brouwers, H. J. H. (2012). “Chloride binding related to hydration products Part I: Ordinary Portland cement.” Cem. Concr. Res., Vol. 42, No. 2, pp. 282–290.

    Article  Google Scholar 

  • Freiesleben, H. P. and Pedersen, E. J. (1977). “Maturity computer for controlled curing and hardening of concrete.” Nordisk Betong, Vol. No. 1, pp. 21–25.

    Google Scholar 

  • Golestanifar, M. and Ahangari, K. (2011). “Decision on coarse aggregates borrow sources of concrete.” KSCE J. Civ. Eng., Vol. 15, No. 6, pp. 965–973.

    Article  Google Scholar 

  • Hobbs, D. W. (1983). “Influence of fly ash upon the workability and early strength of concrete.” Presented at Proceedings of the CANMET/ACI First International Conference on the Use of Fly Ash, Silica Fume, Slag and Other Mineral by-products in Concrete, Vol. 79, pp. 289–306.

    Google Scholar 

  • Hwang, K., Noguchi, T., and Tomosawa, F. (2004). “Prediction model of compressive strength development of fly-ash concrete.” Cem. Concr. Res., Vol. 34, No. 12, pp. 2269–2276.

    Article  Google Scholar 

  • Jansen, D., Neubauer, J., Goetz-Neunhoeffer, F., Haerzschel, R., and Hergeth, W.-D. (2012). “Change in reaction kinetics of a portland cement caused by a superplasticizer — Calculation of heat flow curves from XRD data.” Cem. Concr. Res., Vol. 42, No. 2, pp. 327–332.

    Article  Google Scholar 

  • Kaoser, A. R. (2006). Study on strength and durability of brick aggregate concrete with fly ash, PhD Thesis, Bangladesh University of Engineering and Technology, Dhaka.

    Google Scholar 

  • Kim, J. K., Moon, Y. H., and Eo, S. H. (1998). “Compressive strength development of concrete with different curing time and temperature.” Cem.Concr. Res., Vol. 28, No. 12, pp. 1761–1773.

    Article  Google Scholar 

  • Klieger, P. (1958). “Effect of mixing and curing temperatures on concrete strength.” ACI J. Proc., Vol. 54, No. 12, pp. 1063–1081.

    Google Scholar 

  • Mahasneh, B. Z. and Shawabkeh, R. A. (2004). “Compressive strength and permeability of sand-cement-clay composite and application for heavy metals stabilization.” American J. of Applied Sci., Vol. 1, No. 4, pp. 01–04.

    Google Scholar 

  • Ozturk, A. U. and Baradan, B. (2011). “Effects of admixture type and dosage on microstructural and mechanical properties of cement mortars.” KSCE J. Civ. Eng., Vol. 15, No. 7, pp. 1237–1243.

    Article  Google Scholar 

  • Price, W. H. (1951). “Factors affecting concrrete strength.” J. American Concrete Institute, Vol. 47, pp. 417–432.

    Google Scholar 

  • Razak, H. A. and Sajedi, F. (2011). “The effect of heat treatment on the compressive strength of cement-slag mortars.” Materials & Design, Vol. 32, Nos. 8–9, pp. 4618–4628.

    Article  Google Scholar 

  • Sata, V., Tangpagasit, J., Jaturapitakkul, C., and Chindaprasirt, P. (2012). “Effect of W/B ratios on pozzolanic reaction of biomass ashes in Portland cement matrix.” Cem. Concr. Comp., Vol. 34, No. 1, pp. 94–100.

    Article  Google Scholar 

  • Saul, A. G. A. (1951). “Principles underlying the steam curing of concrete at atmospheric pressure.” Magazine of Conc. Res., Vol. 2, No. 6, pp. 127–140.

    Article  Google Scholar 

  • Shafiq, N. (2011). “Degree of hydration and compressive strength of conditioned samples made of normal and blended cement system.” KSCE J. Civ. Eng., Vol. 15, No. 7, pp. 1253–1257.

    Article  Google Scholar 

  • Sharifi, Y. (2012). “Structural performance of self-consolidating concrete used in reinforced concrete beams.” KSCE J. Civ. Eng., Vol. 16, No. 4, pp. 618–626.

    Article  MathSciNet  Google Scholar 

  • Teo, D. C. L., Mannan, M. A., and Kurian, V. J. (2010). “Durability of lightweight concrete OPS concrete under different curing conditions.” Materials and Structures, Vol. 43, pp. 1–13.

    Article  Google Scholar 

  • Wongkeo, W., Thongsanitgarn, P., and Chaipanich, A. (2012). “Compressive strength and drying shrinkage of fly ash-bottom ash-silica fume multi-blended cement mortars.” Materials & Design, Vol. 36, pp. 655–662.

    Article  Google Scholar 

  • Woo, S. K., Song, Y. C., and Won, J.-P. (2011). “Enhanced durability performance of face slab concrete in Concrete-Faced Rock-filled Dam using fly ash and PVA fibre.” KSCE J. Civ. Eng., Vol. 15, No. 5, pp. 875–882.

    Article  Google Scholar 

  • Zhao, H., Sun, W., Wu, X., and Gao, B. (2012). “Effect of initial watercuring period and curing condition on the properties of selfcompacting concrete.” Materials & Design, Vol. 35, pp. 194–200.

    Article  Google Scholar 

  • Zhutovsky, S. and Kovler, K. (2012). “Effect of internal curing on durability-related properties of high performance concrete.” Cem. Concr. Res., Vol. 42, No. 1, pp. 20–26.

    Article  Google Scholar 

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Correspondence to Md. Alhaz Uddin.

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Uddin, M.A., Jameel, M., Sobuz, H.R. et al. Experimental study on strength gaining characteristics of concrete using Portland Composite Cement. KSCE J Civ Eng 17, 789–796 (2013). https://doi.org/10.1007/s12205-013-0236-x

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  • DOI: https://doi.org/10.1007/s12205-013-0236-x

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