Advances in concrete construction

  • 제11권2호
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  • Pages.127-140
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  • 2021
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of molar ratios on strength, microstructure & embodied energy of metakaolin geopolymer

  • Abadel, Aref A. (Dept. of Civil Engineering, College of Engineering, King Saud University) ;
  • Albidah, Abdulrahman S. (Dept. of Civil Engineering, College of Engineering, King Saud University) ;
  • Altheeb, Ali H. (Dept. of Civil Engineering, College of Engineering, King Saud University) ;
  • Alrshoudi, Fahed A. (Dept. of Civil Engineering, College of Engineering, King Saud University) ;
  • Abbas, Husain (Dept. of Civil Engineering, College of Engineering, King Saud University) ;
  • Al-Salloum, Yousef A. (Dept. of Civil Engineering, College of Engineering, King Saud University)
  • 투고 : 2019.09.27
  • 심사 : 2020.12.30
  • 발행 : 2021.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, twenty-five geopolymer (GP) mixes were prepared by varying the alkaline solids to Metakaolin (MK) and sodium silicate to NaOH ratios from 0.1 to 0.5 and 0.2 to 1.0, respectively, thus giving a wide range of molar ratios of silica to alumina, sodium oxide to alumina and water to sodium oxide. The compressive strength of these GP mixes was determined for four curing schemes involving oven curing at 100℃ for 24 h and three ambient curing with the curing ages of 3, 14, and 28 days. The test results revealed that for the manufacture of GP binder for structural applications of strength up to 90 MPa, the molar ratio of silica to alumina should be greater than 2.3, sodium oxide to alumina should be between 0.6 to 1.2, and water to sodium oxide should not exceed 12. The compressive strength of ambient cured GP mortar gets stabilized at 28 days of ambient curing. Experimental findings were also corroborated by GP microstructure analysis. The embodied energy of MK-based GP mortars, especially of high strength, is significantly less than the cement mortar of equivalent strength.

키워드

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