Strength characteristics of C.S.G by the maximum grain size and the specimen size

최대입경 및 시료 크기에 따른 C.S.G의 강도특성

  • 김기영 (수자원연구원 지반구조연구소) ;
  • 박한규 (수자원연구원 지반구조연구소) ;
  • 이종욱 (수자원연구원 댐안전연구소) ;
  • 조성은 (수자원연구원 지반구조연구소)
  • Published : 2008.10.10

Abstract

Recently, the use of C.S.G is gradually increasing as the construction material for dam, road, revetment and so on. The strength characteristics of C.S.G is affected by various influence factors such as specimen size, maximum grain size and water contents. Therefore, When designing and constructing the C.S.G structure, it is very important for us to understand the nature of used materials well and to test it's quality. Commonly, C.S.G strength test is used the cylinders specimen size of $15{\times}30$ at KS F2405. But, the specimen size extracted from the field structure is not regular. This paper aims at offering the experimental data about the compressive strength and elasticity modulus by change of the specimen size for the effective quality control of the C.S.G structure.

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