The Effect of Meta-kaolin on the Pozzolan Reaction of Lightweight Porous Concrete

  • KWON K
  • LEE M
  • KONG K
  • et al.
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Abstract

The study measures the effect of domestic kaolin on the compressive strength of cement mortar and lightweight porous concrete. The kaolin was thermally treated in an electric furnace at T = 800°C for a pozzolan reaction. Cement mortar and lightweight porous concrete were used to compare the effect of adding meta-kaolin (0%~30%). As a result, mixture with 10%~15% meta-kaolin obtained the highest compressive strength. The tests were also applied to investigate the effect of a meta-kaolin particle size in lightweight porous concrete. The mixtures were made by replacing cement with 15% meta-kaolin while varying the particle size of meta-kaolin. The lightweight porous concrete with 38~48 µm meta-kaolin in 15% replacement develops 100% higher compressive strength than no addition of meta-kaolin.

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KWON, K. O., LEE, M. G., KONG, K. R., & KANG, H. C. (2008). The Effect of Meta-kaolin on the Pozzolan Reaction of Lightweight Porous Concrete. Resources Processing, 55(3), 115–119. https://doi.org/10.4144/rpsj.55.115

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