대형압밀시험기를 이용한 동슬래그 다짐말뚝의 배수 특성

Drainage Characteristics of Copper Slag Compaction Pile Installed in Clay Based on the Laboratory Consolidation Model Test

  • 천병식 (한양대학교 공과대학 토목공학과) ;
  • 정헌철 (한양대학교 공과대학 토목공학) ;
  • 김경민 (한양대학교 공과대학 토목공학) ;
  • 조한영 (LG-Nikko 동제련(주) 건식연구팀)
  • 발행 : 2001.10.01

초록

Copper slag is the by-producted material on the proceeding of refining the copper. To verify applications of copper slag to vertical drain material can substitute for the sands in ground improvement, laboratory soil tests and consolidation model tests were conducted. The results of consolidation model test was analyzed as the hyperbolic method. The hyperbolic method assumes that the settlement(s) versus time(t) behavior approaches a straight line describes a hyperbolic reaction. The inverse of the slope of the line would then yield the ultimate settlement. Through in this study, copper slag is compatible with vertical drain material as like sands. Copper slag compaction pile promote the consolidation settlement.

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