Development of High Performance Concrete Tunnel Linnig with Large Dimension

대단면 터널용 고성능 콘크리트 라이닝의 개발

  • 차훈 (현대엔지니어링 토건환경사업부 구조부) ;
  • 이창훈 (고려대학교 방재과학기술연구센터) ;
  • 손유신 (삼성물산(주)건설부문 기술연구소) ;
  • 윤영수 (고려대학교 사회환경시스템공학과)
  • Published : 2005.05.01

Abstract

High flowable concrete was first developed in 1988 to achieve durable concrete structures. High flowable concrete can improve workability sharply reason why the concrete has properties of resistance to segregation, filling ability, passing ability without compacting. Therefore, as we apply a high flowable concrete to a large dimensional tunnel which constructed in special environment, we can get workability, strength and durability required. Tunnel lining concrete with a large dimension has to use necessarily fly ash and slag for the properties of high flowability and watertight. We can expect improvement of workability and durability, mitigation of hydration, reducing shrinkage, enhancement of watertight by using cementitious materials. This paper proposes investigations for establishing a mix-design method and high flowability-strength testing methods have been carried out from the viewpoint of making a standard concrete tunnel lining with large dimension a standard.

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