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http://dx.doi.org/10.12652/Ksce.2010.30.3D.271

Evaluation of Functional and Structural Performance of Semi Rigid Overlay Pavements  

Park, Kang Yong (인하대학교 토목공학과)
Lee, Jae Jun (한국건설기술연구원 도로연구실)
Kwon, Soo Ahn (한국건설기술연구원 도로연구실)
Jeong, Jin Hoon (인하대학교 토목공학과)
Publication Information
KSCE Journal of Civil and Environmental Engineering Research / v.30, no.3D, 2010 , pp. 271-278 More about this Journal
Abstract
Semi rigid pavement is a pavement type using advantages of both flexibility of asphalt pavement and rigidity of concrete pavement by infiltrating cement paste into voids of open graded asphalt mixtures. The semi rigid pavement has better smoothness and smaller driving vibration or noise comparing to the concrete pavement, and has smaller permanent deformation and has temperature falling effect comparing to the asphalt pavement. The temperature falling effect were investigated at a semi rigid overlay pavement test section, and the temperature falling and water retaining effects were verified by measuring the temperature and weight of specimens at a housetop. Horizontal and vertical stresses and strains were compared by structural analysis of the semi rigid pavement and asphalt pavement using the Abaquser o, a commercial 3D finite element analysis program. The results were verified by Bisar 3.0, a multi-layered elastic analysis program. Performance of the semi rigid pavement and asphalt pavement were compared by predicting fatigue cracking based on the structural analysis results.
Keywords
semi rigid pavement; temperature falling; finite element analysis; performance; fatigue crack;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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