Preliminary Study on Settlement Prediction of Thick Soft Clay Deposits

대심도 연약지반에 적용가능한 침하예측기법 개발을 위한 기초적 연구

  • 정하익 (한국건설기술연구원 토목연구부) ;
  • 진현식 (한국건설기술연구원 토목연구부)
  • Published : 2002.03.01

Abstract

The areas around the Nam-Hae are mostly covered in thick soft clay deposits(50∼60.0m). In order to improve the ground in these areas verticals trains have been partially penetrated up to the depth of about 25.0m. However, since the predicted values of settlement have often been changed at some predicted time. Finite element analysis was performed to investigate the consolidation behaviour for it. The results from FEM was compared with various observational methods.

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