Deformation Characteristics of Granular Ark Shell-Loess Mixtures due to the Cyclic Loading

반복재하에 의한 고막껍질-황토 혼합토의 변형 특성

  • Chang, Yong-Chai (Dept. of Ocean Civil Eng, Mokpo National Maritime University) ;
  • Seo, Ji-Woong (Dept. of Ocean Civil Eng, Mokpo National Maritime University) ;
  • Lee, Seung-Eun (Dept. of Ocean Civil Eng, Mokpo National Maritime University) ;
  • Lee, Kang-Il (Dept. of Civil Eng, Daejin University)
  • 장용채 (목포해양대학교 해양토목공학과) ;
  • 서지웅 (목포해양대학교 해양토목공학과) ;
  • 이승은 (목포해양대학교 해양토목공학과) ;
  • 이강일 (대진대학교 토목공학과)
  • Published : 2008.10.10

Abstract

In our country where over 80% of land is mountainous, decomposed granite soils are often used as building materials for civil engineering works. Seashores are having great difficulties in management and treatment of marine byproducts that are left vulnerable. It is necessary to find a way to efficiently utilize such vulnerable marine byproducts. For this reason, shell and ocher were mixed together in order to efficiently utilize ocher that is being used frequently as a building material in civil works and shell that is a type of marine byproducts being thrown away. The purpose of this study is to examine the extent to which shell-ocher mixture can reduce liquefaction through cyclic triaxial test. The author of this study aims to provide the possibility for application at construction site of shell-ocher mixture.

Keywords