Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)

Korean Geotechnical Society (한국지반공학회)
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A Relative Study on Safe Factor by Different Analyses of Slope Stability

EPS공법에 의한 측방유동 저감효과에 관한 해석적 연구

  • An, Joon-Hee (Graduate Student of Civil Engineering, Changwon National Univ.) ;
  • Jang, Jeong-Wook (Dept. of Civil Engineering, Changwon National Univ.) ;
  • Park, Choon-Sik (Dept. of Civil Engineering, Changwon National Univ.)
  • 안준희 (국립창원대학교 토목공학과) ;
  • 장정욱 (국립창원대학교 토목공학과) ;
  • 박춘식 (국립창원대학교 토목공학과)
  • Published : 2006.03.24
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Abstract

This study analyzed the reductive effect of lateral flow by the section and height of reinforcement of EPS. The conclusions of the study are as follows. (1) The lateral flow increased as the section of reinforcement decreased. The reinforcement section that satisfied the allowable range of the lateral flow turned out to beapproximately 80% of the standard reinforcement section. (2) As reinforcement height was decreasing, the lateral flow increased. The reinforcement heigh that satisfied the allowable range of the lateral flow turned out to be approximately 50% of the total lateral height of abutment.

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