DOI QR코드

DOI QR Code

Comparison of Alkali-Silica Reactivity for Mortar Bar and Concrete Prism Specimens Using Crushed Aggregates in Korea

국내 쇄석골재를 사용한 모르타르 봉 및 콘크리트 각주 시험편의 알칼리-실리카 반응성 비교

  • 김성권 (강원대학교 공과대학 토목공학과) ;
  • 윤경구 (강원대학교 공과대학 토목공학과) ;
  • 허인 (한국도로공사 기술심사처)
  • Received : 2012.07.25
  • Accepted : 2012.08.24
  • Published : 2012.10.15

Abstract

PURPOSES: The purpose of this study is to compare the alkali-silica reactivity for mortar bar and concrete prism specimens using crushed aggregates of 5 types in Korea. And the alkali-silica reactivity for those aggregates are measured by chemical test method. METHODS: The alkali-silica reactivity for those aggregates was measured by chemical test method of KS F 2545, mortar-bar test of KS F 2546, accelerated mortar-bar test method of ASTM C 1260 and concrete prism test method of ASTM C 1293, relatively. RESULTS: The alkali-silica reactivity for those aggregates was verified by chemical test of KS F 2546 and accelerated mortar-bar test of ASTM C 1260. However, it was not by mortar-bar test of KS F 2546 and concrete prism test of ASTM C 1293. CONCLUSIONS: The above results showed that relationship among the four test methods were very low. The results from 3 types of test methods using cement-aggregate combinations appeared to be different. Because the environmental conditions of test methods for measuring the alkali-silica reactivity such as equivalent alkali content(external source), humidity, temperature, and times were different though the aggregates were same. Moreover, alkali-silica reactivity showed the biggest impact when alkalis were supplied form outside and exposed to environmental conditions. The accelerated mortar-bar test method seems to be most appropriate test method for concrete structures exposed to alkali environment.

Keywords

References

  1. ASTM C 1260, 2005, Standard Test Method for Potential Alkali Reactivity of Aggregate(Mortar-Bar Method), American Society for Testing and Materials
  2. ASTM C 1293, 2005, Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction, American Society for Testing and Materials
  3. Graham West, 1996, Alkali-aggregate reaction in concrete roads and bridges, Thomas Telford, England
  4. Hong, SeongHo, Han, SeungHwan, Ahn, SeongSun, 2003, A Study of Alkali-Aggregate Reaction Using the Chemical Method on the Jointed Cement Concrete Pavement, Proceedings of the KSCE, pp.1856-1859
  5. Hong, SeongHo, Han, SeongHwan, Yun, KyongKu, 2006, Alkali-Silica Reaction Behavior by Accelerated Mortar Bar Method for Type of Rocks in Korea, Proceedings of the KSCE, pp.451-454
  6. Jun, SsangSun, 2006, Alkali-Silica Reaction of the Domestic Crushed Stones on the Rock Types, Ph.D., Pusan National University
  7. Jun, SsangSun, Lee, HyoMin, Jin, ChiSub, Hwang, JinYeon, Lee, Jin Sung, 2003(Spring), Alkali-Aggregate Reaction of the Crushed Stones Depending on the ASTM C 227 and C 1260 Test Method, Proceedings of the KCI, pp.13-18
  8. Kim, SeongSoo, Ryou, JaeSuk, Lee, SeungTae, Jung, HoSeop, 2010, Construction Materials Engineering, pp.81-84
  9. KS F 2545, 2002, Testing method for potential reactivity of aggregates(Chemical method), Korean Agency for Technology and Standards
  10. KS F 2546, 2002, Testing method for potential reactivity of aggregate(Mortar-bar method), Korean Agency for Technology and Standards
  11. Lee, J.H., Kim, S.W., 1993, A Study on the Chemical Reaction of Crushed Aggregates, KICT 93-SE-112-2, KICT
  12. Yoon, JaiHwan, Jaung, JaeDong, Lee, YoungSu, 1994, An Experimental Study on the Alkali-Silica Reaction of Crushed Stones, Journal of the KCI, Vol.6 No.2, pp.108-117
  13. Yun, KyongKu, Kim, SeongKwon, Seo, JaeYeop, 2009, Evaluation for Alkali-Silica Reactivity using Chemical Method and Mortar-bar Methods, Proceedings of the KSCE, pp.417-420
  14. Yun, KyongKu, Hong, SeungHo, Han, SeoungHwan, 2008, Expansion Behavior of Aggregate of Korea due to Alkali-Silica Reaction by ASTM C 1260 Method, Journal of the KCI, Vol.20 No.6, pp.431-437