A Study on the Lateral Flow of the Silts which is Polluted with a Garbage Leachate to the Dyes

쓰레기 침출수와 염료로 오염된 실트지반의 측방유동에 관한 연구

  • 안종필 (조선대학교 공과대학 토목공학과) ;
  • 박상범 ((주)시원 이엔씨) ;
  • 안기문 (조선대학교 토목공학과)
  • Published : 2008.10.10

Abstract

Critical surcharge value of silt ground polluted with garbage leachate to the dyes $q_{cr}=3.73c_u$ and ultimate bearing capacity value $q_{ult}=8.60c_u$. Lateral flow pressure at polluted silt ground was about $P_{max}$/3 and depth of maximum lateral flow pressure was found at that of H/3 of soft layer thickness(H). Expression of polluted silt ground of fracture baseline at stability control charge by Matsuo Kawamura is $S_v=3.56\exp\{0.51(Y_m/S_v)\}$.

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