A Study of Application of the Undrained Shear Strength of the Soft Clay in the Area of Slope Failure

사면파괴 지역의 연약점토에 대한 비배수 전단강도 적용에 관한 연구

  • Jeong, Jin-Ho (Dept. of Civil Engineering, Pukyong National Univ.) ;
  • Lee, Sung-Rok (Dept. of Civil Engineering, Pukyong National Univ.) ;
  • Lim, Chang-Kyu (Dept. of Civil Engineering, Pukyong National Univ.)
  • Published : 2006.03.24

Abstract

This study is to examine slope activity safety ratio on the strength of the natural sample or soil collected through field test in the slope activity region during destruction happened in the course of soil-relocating work planned for ground improvement under strict supervision at the house-building site, using Bishop's slope analysis method and investigate relationship between slope analysis theories and actual destruction so as to compare determining method of clean water of soil essential for slope activity analysis and accuracy of resulting value of clean water of soil.

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