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http://dx.doi.org/10.7855/IJHE.2011.13.1.223

Behavior and Design of Terminal Joint Width between Post-Tensioned Concrete Pavement and Jointed Concrete Pavement under Temperature Changes  

Kim, Dong-Ho ((주)삼우아이엠씨 기술연구소)
Lee, Bong-Hak (강원대학교 공과대학 토목공학과)
Kim, Seong-Min (경희대학교 공과대학 토목공학과)
Park, Seong-Tae (한국도로공사 수도권건설사업단)
Publication Information
International Journal of Highway Engineering / v.13, no.1, 2011 , pp. 223-228 More about this Journal
Abstract
The initial joint width design of the terminal joint between post-tensioned concrete pavement (PTCP) and jointed concrete pavement (JCP) was studied in this research. The joint width between PTCP and JCP directly affects noise and ride quality. If the initial joint width is very large, noise increases and ride quality decreases. If the initial joint width is very small, on the other hand, under high temperatures, PTCP slabs can blow up, or failures near the joint can occur due to excessive compressive stresses. The terminal joint width behavior between PTCP and JCP near Jumunjin at Donghae expressway under temperature changes was measured in August and November 2010 and the data was analyzed. From this study, the design methodology of the optimal initial terminal joint width was proposed.
Keywords
post-tensioned concrete pavement; jointed concrete pavement; terminal joint; joint width; design;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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