• Title/Summary/Keyword: UTW(Ultra-Thin Whitetopping:중.신.콘)

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Behavior Analysis of Ultra-Thin Whitetopping in Field (얇은 콘크리트 덧씌우기 포장의 거동 평가)

  • Kang, Jang-Hwan;Jang, Jin-Yen;Koo, Han-Mo;Cho, Yoon-Ho
    • International Journal of Highway Engineering
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    • v.6 no.1 s.19
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    • pp.25-36
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    • 2004
  • The total length of paved roads in Korea is 67,265 Km, and among these roads, about 40% of the national highways and 98% of local roads are paved with asphalt concrete. The major distress to asphalt pavement is rutting and fatigue crack. The permanent deformation including rutting accounts for about 75% of this distress. UTW(Ultra-Thin Whitetopping), which is known for its high-quality performance in asphalt pavement with rutting and cracking, seems to reduce maintenance costs significantly if it is used as the maintenance/repair method for domestic asphalt pavement. In the research, static load test was conducted to establish a behavior of Whitetopping under traffic and environmental condition. It showed that the effect of the thickness of the concrete layer and the temperature change was significant. In addition, the tensile strain as the wheel load position was close to interior and edge of concrete slab were increased up to 75% of maximum tensile strain. It showed that joint spacing must be considered in UTW design procedure.

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