Evaluation of Asphalt Overlay Pretreatments against Reflective Crack Using Association Rule Mining

Author:

Rith Makara1,Woo Lee Seung2

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Gangneung-Wonju National Univ., Jukheon-gil 7, Gangneung-si, Gangwon-do 210-702, South Korea.

2. Professor, Dept. of Civil Engineering, Gangneung-Wonju National Univ., Jukheon-gil 7, Gangneung-si, Gangwon-do 210-702, South Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference30 articles.

1. AASHTO. 2008. Mechanistic-empirical pavement design guide: A manual of practice Washington, DC: AASHTO.

2. Performance and structural evaluation of cracked and seated concrete;Ahlrich R. C.;Transp. Res. Rec.,1989

3. Arthur D. and S. Vassilvitskii. 2007. “k-means++: The advantages of careful seeding.” In Proc. 18th Annual ACM-SIAM Symp. on Discrete Algorithms 1027–1035. New York: Association for Computing Machinery.

4. Baek J. and I. L. Al-Qadi. 2008. “Finite element modeling of reflective cracking under moving vehicular loading: Investigation of the mechanism of reflective cracking in hot-mix asphalt overlays reinforced with interlayer systems.” In Proc. ASCE’s 2008 Airport and Highway Pavements Conf. 74–85. Washington DC: Transportation Research Board.

5. Field and laboratory evaluation of a reflective crack interlayer in New Jersey;Bennert T.;Transp. Res. Rec.,2008

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