A Study on the Minimization of Water Damage for the Asphalt Inlay of Old Concrete Pavement
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Kang, Won Pyoung
(한국건설기술연구원 도로교통연구실)
Yeom, Kwang Jae ((주)삼우IMC) Suh, Young Chan (한양대학교 교통공학과) Lee, Kyoung Ha (한국도로공사 도로교통연구원 도로연구실) Kang, Min Soo (한국도로공사 도로교통연구원 도로연구실) |
1 | Kang, M. S.(2011), Distribution of chloride in concrete pavement subjected to de-icing salts and its effect on the failure of asphalt overlay, Hanyang Univ master's degree dissertation |
2 | Suh, Y. C. et al.(2011), The load simulation study of concrete pavement overlay section(1st year) final report, Korean Society of Road Engineers |
3 | The Korea Expressway Corporation Research Institute of the Korea Expressway Corporation(2007), Influence and control of chloride salt on concrete structures with different type of deicing agent |
4 | Han, S. H., Hong, S. H., Yoo, T. S. and Park, S. W.(2008), Development of Rehabilitation Guides on the Structural Performance Restoration Procedures for Old Concrete Pavement, The Korea Expressway Corporation Research, Institute of the Korea Expressway Corporation |
5 | Johnson, Ann(2000), Asphalt Pavement Maintenance, Best Practice Handbook, Minnesota Technology Transfer Center, pp 38-39 |
6 | Marchand, E., Sellevold, J., and Pigeon M.(1994)," The Deicer Salt Scaling Deterioration of Concrete-An Overview", ACI Special Publication SP-145, p 46 |
7 | Pigeon, M. and Marchand, J.(1996), "Frost Resistance of Roller-Compacted Concrete", Concrete International, pp 22-26 |
8 | Suh, Y. C.(2012), Current Issues of Concrete Pavement in Korea, 2012 International Pavement Engineering Conference, KSRE |
9 | Watson, Mark(2009), Longitudinal Joint Fog Seal Test Sections, Minnesota Department of Transportation |
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