Thin Bonded Concrete Overlay for Concrete Pavement Rehabilitation

콘크리트포장의 박층 콘크리트 덧씌우기공법

  • 윤경구 (정회원, 도로연구소 책임연구소) ;
  • 이형준 (정회원, 도로연구소 책임연구) ;
  • 엄주용 (정회원, 도로연구소 책임연구) ;
  • 서영찬 (한양대학교 교통공학과)
  • Published : 1997.04.01

Abstract

This research focused on the development of concrete overlay and test, which was conducted at 88 Highway 105k, 2 lanes of 290 m. The field application test consists of 6 cm and 10 cm bonded concrete overlay and 25 cm unbonded concrete overlay, using the slag cement for opening lanes for traffic early. The overlay were placed in a day. The whole period of traffic closing wes 8 day and it was reopened to traffic after concrete overlay has cured for 3 day. 5 cracks were founded when the field test section was investigated after 1 month, but all these may not make significant problems to overlay because these initiated and growed at the same line of repair section. The rideability and skid resistance become much better like in the new pavement after overlay. The structural capacity against deflection was much. which were verified by FWD(Falling Weight Deflectometer). The field test section is being used in a good condition and the results of field application and pavement performance analysis are encouraging. This rehabilitation methods may be adopted in Korea after a more field performance verifications.

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