연약지반에 대한 기계식 및 전자식 콘관입시험 비교 연구

Comparative study of Dutchcone and piezocone test on soft ground

  • 장병욱 (서울대학교 농업생명과학대학 생물자원공학부) ;
  • 김재현 (삼안건설기술공사 토질부) ;
  • 김동범 (삼안건설기술공사 토질부) ;
  • 윤상묵 ((주)쏘일테크엔지니어링) ;
  • 원정윤 ((주)쏘일테크엔지니어링)
  • 발행 : 2002.10.01

초록

A comparative study of 134 mechanical (Dutch cone) and 9. electronic cone (Piezocone) penetration data from the southern part of Korea has been performed. In general, Dutch cone results may be different from piezocone results due to the difference in structure of the cones. Cone penetrometer test data were analyzed and plotted in soil classification chart proposed by Robertson et. al.(1986,1990) Cone factors of Dutch cone and piezocone test have empirically been determined using laboratory and field vane test results. Using this cone factors, it was shown that there was good correlation between shear strength estimated using cone resistance and that of laboratory test and field vane tests. It was found that there was a good correlation between cone resistance from Dutch cone and that from piezocone. Dutch cone test provides a useful means for stratigraphic profiling in large project and has some advantage over piezocone in particular situations, such as very soft clay ground and dredged area.

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