1 |
Al-Qadi I. L., Cortina, A. S., Hasiba K. I., Ozer, H., Leng Z.(2012). "Best Practices for Implementation of Tack Coat : Part 1, Laboratory Study.", Research Report ICT-12-004, Illinois Center for Transportation.
|
2 |
Donovan, E. P., Al-Qadi, I. L., and Loulizi A.(2000) "Optimization of Tack Coat Application Rate for Geocomposite Membrane on Bridge Decks."Transportation Research Record : Journal of Transportation Research Record, Vol. 1740, pp. 143-150.
DOI
|
3 |
KS F 4932, 2007, Waterproofing membrane coating for concrete deck of bridge, Korean Agency for Technology and Standards.
|
4 |
KS M 5000, 2009, Testing Method for Organic and Their Related Materials, Korean Agency for Technology and Standards.
|
5 |
Lee, K. H., Kang, M. S., Kim, I. S., Cho, M. J.(2012)" Improvement of the Sustainability for the Asphalt Overlay on the Concrete Pavement.", Korean Expressway Corporation.
|
6 |
Leng Z., Al-Qadi I., Carpenter, S. H., Ozer, H.(2008) "Tack Coat Type and Application Rate Optimization to Enhance HMA Overlay-PCC Interface Bonding: Laboratory and APT Testing, APT '08. Third International Conference, Madrid, Spain.
|
7 |
MLTM, 2009, Road Construction Standard Specification, Ministry of Land, Transport and Maritime Affairs, Korea.
|
8 |
Mohammad et al.(2012) "Optimization of Tack Coat for HMA Placement.", NCHRP Report 712, TRB.
|
9 |
Ozer, H., Al-Qadi I., and Leng Z.(2008)" A Fracture-Based Friction Model for Pavement Interface Characterization."Journal of Transportation Research Record, Vol.2057, pp. 54-63.
DOI
|
10 |
Raab, C., Partl, M. N.(2004) "Interlayer Shear Performance : Experience with Different Pavement Structures.", 3th Eurasphalt & Eurobitume Congress, Vienna, Austria, Vol.1, pp. 535-545.
|