Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Alneami, A. H. and Almudadi, T. H. (2011). “A laboratory tool used to evaluate the reflective cracking in overlay asphaltpavement.” Al-Rafidain Engineering, Vol. 19, No. 3 pp. 11-25.
2 
Available at: www.roadseal.co.kr
3 
Germann, F. P. and Lytton, R. L. (1979). “Methodology for predicting the reflection cracking life of asphalt concrete overlays.” Research report FHWA/TX-79/09+207-5, College Station, Texas, March.
4 
Han, S. K., Cha, S. M. and Cho, Y. H. (2003). “The current state of reduction methods of reflection crack in Korea.” Pavement Engineers, Vol. 5, No. 1, pp. 22-27 (in Korean).
5 
Kim, C. W. (2015). “Old pavement improvement countermeasure at jungbu & youngdong line.” Seminars for technical development of asphalt pavement, pp.2-13, Korea Expressway Corporation (in Korean).
6 
Kim, N. S., Jo, S. H. and Lee, B. L. (2016). “Research of development of binder for high performance reactive asphalt pavement.” The Korea Society of Disaster Information (in Korean).
7 
Ministry of Land, Infrastructure and Transport (MOLIT) (2014). Yearbook of road statistics (in Korean).
8 
Rigo, J. M. (1993). “General introduction, main conclusions of the 1989 conference on reflection cracking in pavements, and future prospects.” Proceedings of the 2nd International RILEM Conference on Reflection Cracking in Pavements, Liege University, Belgium, Edited by Rigo, J. M., et al., pp. 1-20.
9 
Suh, Y. C., Lee, Y. M., Kim, J. H. and Cho, N. H. (2012). “Behavior and resistance to the reflection crack of composite pavement with waterproof membrane.” Journal of Highway Engineering, Vol. 14, No. 2, pp 1-10, Korean Society of Road Engineers (in Korean). 10.7855/IJHE.2012.14.2.001DOI
10 
Zhou, F. and Scullion, T. (2003). “Upgraded overlay tester and its application to characterize reflection cracking resistance of asphalt mixtures.” Report No. FHWA/TX-04/0-4467-1, Texas Transportation Institute.
11 
Zhou, F. and Scullion, T. (2005). “Overlay tester- A rapid performance related crack resistance test.” Report FHWA/TX-05/0-4467-2, Texas Transportation Institute.