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Bottom Ash와 혼합재료의 혼합비 및 양생방법에 따른 강도특성 분석

Analysis of Strength Characteristic for Bottom Ash Mixtures as Mixing Ratio and Curing Methods

  • 최우석 (서울대학교 조경.지역시스템공학부 대학원) ;
  • 손영환 (서울대학교 조경.지역시스템공학과, 서울대학교 농업생명과학연구원) ;
  • 박재성 (서울대학교 조경.지역시스템공학부 대학원) ;
  • 노수각 (서울대학교 조경.지역시스템공학부 대학원) ;
  • 봉태호 (서울대학교 조경.지역시스템공학부 대학원)
  • 투고 : 2013.04.22
  • 심사 : 2013.05.14
  • 발행 : 2013.05.31

초록

Bottom Ash is industrial by-product from a thermoelectric power plant. An immense quantities of bottom ash have increased each year, but most of them is reclaimed in ash landfill. In this study, in order to raise recycling rate of Bottom Ash, it is suggested to cure Bottom Ash (BA) mixtures mixed with cement, lime, Fly Ash (FA), and oyster shell (OS). Mixtures of 5~20 % mixing ratio had been cured for 1, 3, 7, 14, and 28 days using sealed curing and air-dry curing method. Unconfined compressive strength test was conducted to determine strength and deformation modulus ($E_{50}$) change for mixtures as mixing ratio and curing day, water contents of mixtures were measured after test. As a result, strength and $E_{50}$ were increased as mixing ratio and curing days, but values and tendencies of them appeared in different as kind of mixture, mixing ratio, curing method, and curing days. The results showed the addition of cement, lime, Fly Ash, and oyster soil in Bottom Ash could improved strength and $E_{50}$ and enlarge its field of being used.

키워드

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피인용 문헌

  1. The Electrical Properties and Unconfined Compression Strength of Bottom Ash vol.56, pp.1, 2014, https://doi.org/10.5389/KSAE.2014.56.1.021
  2. Sensitivity Analysis of Soil Properties for the Slope Safety Factor in Embankments utilized Bottom Ash and Dredged Soil Mixture vol.57, pp.1, 2015, https://doi.org/10.5389/KSAE.2015.57.1.099
  3. Changes in Shear Strength of Bottom ash through the Particle Breakage vol.57, pp.6, 2015, https://doi.org/10.5389/KSAE.2015.57.6.099
  4. Breakage Index and Changes in Permeability of Bottom Ash for Use as Fill Material vol.57, pp.6, 2015, https://doi.org/10.5389/KSAE.2015.57.6.107