An Experimental Study on the Effect of Capping Type of Cylindrical Concrete Specimen on Compressive Strength

원주형 콘크리트 공시체의 캡핑종류별 압축강도 영향

  • 이상완 ((주)코센 건설재료기술실,) ;
  • 김수만 (수원대학교 토목공학과) ;
  • 백승종 (한국전력공사 영광원자력본부, 토목과장) ;
  • 김광돈 ((주)고려측기, 대표이사) ;
  • 이평석 ((주)코센, 부사장)
  • Published : 2000.10.01

Abstract

There are a variety of factors affecting measured compressive strength of hardened concrete. One of them is the end surface condition of concrete specimen. So, many capping methods have been developed for the specimen to meet the end condition requirement of ASTM C 39. A series of experimental strength comparison study was carried out using several representative capping methods, including pad capping method which is one of unbonded elastomeric capping system and was newly adopted in the ASTM standard. A comparison was also focused on their economy, convenience, harmfulness, etc.

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