STRENGTH OF POROUS CONCRETE PAVEMENT AT DIFFERENT CURING METHODS

Authors

  • Mohd Ibrahim Mohd Yusak Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor Bahru, Johor, Malaysia
  • Ramadhansyah Putra Jaya Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor Bahru, Johor, Malaysia
  • Mohd Rosli Hainin Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor Bahru, Johor, Malaysia
  • Che Ros Ismail Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor Bahru, Johor, Malaysia
  • Mohd Haziman Wan Ibrahim Department of Material and Structure Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v76.5849

Keywords:

Porous concrete pavement, curing method, strength

Abstract

Porous concrete pavement has been used in some countries as a solution to environmental problems. Contrary to conventional concrete pavement, there is still lack of knowledge in some areas of production and performance of porous concrete pavement. One of the issue concern is curing conditions. These greatly affect the performance of porous concrete pavement. This paper elaborates the experimental results examining the influence of curing method and makes a comparison between five different curing methods on the strength of porous concrete pavement specimens. The properties analyzed include compressive strength, tensile splitting strength and flexural strength. The experimental results indicate that the different curing methods give a different effect to concrete strength. Based on the results obtained in this experiment, curing method by using polyethylene bag promise a good result and better performance to porous concrete pavement specimen strength.

References

Mohd Ibrahim, M. Y., Ramadhansyah, P. J., Mohd Rosli, H. and Mohd Haziman, W. I. 2014. An Overview on the Performance of Nano Silica Materials on the Properties of Porous Concrete Pavement. Advanced Review on Scientific Research. 1(1): 34-42.

Ramadhansyah, P. J., Mohd Ibrahim, M. Y., Mohd Rosli, H., Muhamad Naqiuddin, M. W. and Wan Ibrahim, M. H. 2014. Porous Concrete Pavement Containing Nano-silica: Pre-Review. Advance Materials Research. 911: 454-458.

Kevern, J. T., Schaefer, V. R., Wang, K. and Suleiman, M. T. 2008. Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability. Journal of ASTM International. 5(2).

Wang, K., Cables, J. K. and Ge, Z. 2006. Evaluation of Pavement Curing Effectiveness and Curing Effects on Concrete Properties. Journal of Materials in Civil Engineering. 18: 377-389.

Prommas, R. and Rungsakthaweekul, T. 2014. Effect of Microwave Curing Conditions on High Strength Concrete Properties. Energy Procedia 56: 26-34

Bingöl, A. F. and Tohumcu, I. 2013. Effects of Different Curing Regimes on the Compressive Strength Properties of Self Compacting Concrete Incorporating Fly Ash and Silica Fume. Materials and Design. 51: 12-18.

Neville, A. M. 1983. Properties of Concrete. UK: Longman Scientific & Technical.

Kevern, J. T., Schaefer, V. R. and Wang, K. 2009. The Effect of Curing Regime on Pervious Concrete Abrasion Resistance. Journal of Testing and Evaluation. 37(4).

Burg, R.G. 1996. The Influence of Casting and Curing Temperature on the Properties of Fresh and Hardened Concrete. No. R&D Bulletin RD113T, Portland Cement Association.

BS EN 12390-2:2009. Testing of Hardened Concrete – Part 2: Making and Curing Specimens for Strength Tests. BSI Group, London, UK.

BS 1881-113:2011. Testing Concrete – Part 113: Methods for Making and Curing No-Fines Test cubes. BSI Group, London, UK.

Wan, C.N.C., Jaya, R. P., Jayanti, D. S., Bakar, B. H. A. and Arshad, M. F. 2014. Strength of Concrete Containing Rice Husk Ash Subjected to Sodium Sulfate Solution Via Wetting and Drying Cyclic. Applied Mechanics and Materials. 534: 3-8.

Dewi, S. J., Ramadhansyah, P. J., Norhidayah, A. H., Md. Maniruzzaman, A. A., Hainin, M. R. and Che Norazman, C. W. 2014. Performance of RHA Blended Cement Concrete Under Sodium Chloride via Wetting and Drying. Applied Mechanics and Materials. 554: 106-110.

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Published

2015-10-13

How to Cite

STRENGTH OF POROUS CONCRETE PAVEMENT AT DIFFERENT CURING METHODS. (2015). Jurnal Teknologi (Sciences & Engineering), 76(14). https://doi.org/10.11113/jt.v76.5849