An Experimental Study on the Effects of Crushed Stone Compaction Pile in the Sea Clay Layer

해성 점토지반의 쇄석다짐말뚝 보강 효과에 관한 실험적 연구

  • Lee, Seung-Bong (Dept. of Civil Engineering, Pusan National University) ;
  • Im, Jong-Chul (Dept. of Civil Engineering, Pusan National University) ;
  • Park, Lee-Keun (RIIT, Pusan National University) ;
  • Joo, In-Gon (Dept. of Civil Engineering, Pusan College of Information Technology)
  • 이승봉 (부산대학교 토목공학과) ;
  • 임종철 (부산대학교 토목공학과) ;
  • 박이근 (부산대학교 생산기술연구소 연구원) ;
  • 주인곤 (부산정보대학 토목공학과)
  • Published : 2005.03.25

Abstract

Recently, due to lack of sand suppy, the cost of sand has increase. Therefore, alternative materials are needed. So, in this study the Crush Stone Compaction Pile used in America and Europe has been compared and analyzed Sand Compaction Pile used in Korea. Tests were performed at various sizes of Crush Stone and replacement ratio. Frist, it was compared and analyzed with low and high replacement ratio with the same size of crush stone. Second, it was compared and analyzed with different size of crush stone at constant replacement ratio. The result of these tests were compared with sand of the same replacement ratio. Here, the properties that were comares and analyzed are the ultimate bearing capacity and quantity of ground upheaval.

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