Microstructural Evaluation on the Quality of Tunnel Lining Concrete in Subway Structures

지하철 터널라이닝 콘크리트의 품질에 대한 미세구조적 평가

  • 김성수 (대진대학교 토목공학과) ;
  • 김동규 (한국건설기술연구원 지반연구부) ;
  • 이규필 (한국건설기술연구원 지반연구부) ;
  • 정호섭 (한국건설기술연구원 지반연구부) ;
  • 봉원용 (대진대학교 대학원 토목공학과)
  • Published : 2006.11.04

Abstract

Recently, as it has greatly increased the demand on the serviceability of subway, cable tunnel, the stability of the tunnel structures has been attracting the concern of engineers and researchers. The purpose of this study is to idently the various characteristics of lining concrete in subway structures. The nondestructive technique such as the surface hardness method and the extend of carbonation by phenolphthalein indicator and chemical analysis due to XRD are considered. Also, the concrete core was cut in three pieces per tunnel for the exact evaluation of strength.

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