Unconfined Compression Strengh Characteristics and Degree of Disturbance of Busan Marine Clay

부산 해성 점토의 일축압축강도 특성 및 교란도에 관한 연구

  • 김병일 (명지대학교 토목환경공학과) ;
  • 이승원 (현대건설(주) 기술개발원 설계실) ;
  • 이승현 (선문대학교 토목공학과) ;
  • 조성민 (한국도로공사 인천대교 건설사업소)
  • Published : 2005.12.31

Abstract

In this study, relations among unconfined compressive strength, strain at maximum strength and depth were compared with each other. Test specimen is marine clay originated from the place near Ga-duck island in Busan city. In addition, influence of impure material contained in specimen and that of total core recovery(TCR) on unconfined compressive strength and degree of disturbance were investigated. As a result of tests, unconfined compressive strength decreases as strain corresponding to maximum strength increases. Also, the deeper the sampling depth and the bigger the TCR, the unconfined compressive strength increases. Especially, as the TCR increases, the unconfined compressive strength Increases and quality of specimen is enhanced.