Articles
  • The study on the effect of calcium chloride deicing agent and  concrete compressive strength on scaling

  • Sung Hyun Eom*, Seong Soo Kim, Jeong Bae Lee and Seung Ho Park

  • Department of Civil Engineering, Daejin University, 1007 Hoguk-ro, Pocheon-si, 11159 Gyeonggi-Do, Republic of Korea

References
  • 1. K.-B. Lee and S.-W. Lee, J. Korean Soc. Civ. Eng. 27[1D] (2007) 73-80.
  •  
  • 2. B.-D. Lee, B.-S. Yun, J.-K. Lee, and Y.-H. Chung, Int. J. Highw. Eng. 7[4] (2005) 113-123.
  •  
  • 3. Expressway Construction Guide Specification of Korea (Korea Expressway Corporation Press, 2012).
  •  
  • 4. Standard Specification for Concrete of Korea (Korea Concrete Institute Press, 2009).
  •  
  • 5. Concrete Structure Design Code of Korea (Korea Concrete Institute Press ,2012).
  •  
  • 6. ASTM Standard, No. ASTM C 672 (2012).
  •  
  • 7. ASTM Standard, No. ASTM C 192 (2019).
  •  
  • 8. ASTM Standard, No. ASTM C 39 (2018).
  •  
  • 9. ASTM Standard, No. ASTM C 1583 (2013).
  •  
  • 10. ASTM Standard, No. ASTM C 666 (2015).
  •  
  • 11. Nord test, NT BUILD 492 (1999).
  •  
  • 12. degradation Research Committee report of concrete structures due to snow melting (Japan Concrete Institute Press, 1999).
  •  
  • 13. Marchand. J, Pigeon. M, Bager. D, and Talbot. C, ACI Mater J. 96[4] (1999) 429-435.
  •  

This Article

  • 2020; 21(2): 164-169

    Published on Apr 30, 2020

  • 10.36410/jcpr.2020.21.2.164
  • Received on Aug 5, 2019
  • Revised on Mar 18, 2020
  • Accepted on Mar 27, 2020

Correspondence to

  • Sung Hyun Eom

  • Department of Civil Engineering, Daejin University, 1007 Hoguk-ro, Pocheon-si, 11159 Gyeonggi-Do, Republic of Korea
    Tel : +82-10-2032-6929 Fax: +82-31-533-9580

  • E-mail: esh905e@naver.com