낙동강 삼각주 점토에 대한 과압밀비의 평가

Determination of OCR on the Deltaic Clay of the Nakdong River

  • 정성교 (동아대학교 공과대학 토목공학과) ;
  • 김규종 (동아대학교 공과대학 토목공학과) ;
  • 이대명 (양산대학 토목과) ;
  • 조기영 (동아대학교 건설기술연구소)
  • 발행 : 1999.08.01

초록

낙동강 하구의 삼각주 점토에 대하여 현장계측, 실내 및 현장토질시험결과를 이용한 산정법들에 의하여 OCR이 분석되었다. 그 결과, 표준압밀시험결과에 의한 OCR이 0.4~0.7인데 반하여, 현장계측값의 분석으로 얻어진 OCR은 0.95~l.20으로 얻어졌다. 소산시험에 의하여 과잉간극수압의 존재를 거의 확인할 수 없었으므로 미압밀점토의 존재는 찾기 어려웠다. 그리고 피에조콘시험을 이용한 Mayne(1991) 및 Cao 등(1996)의 산정법과 콘관입시험을 이용한 Mayne & Kemper(1988)의 산정법에 의한 결과가 현장계측값의 분석법에 의한 결과와 잘 일치하였다.

For a deltaic clay in the mouth of the Nakdong river, OCR was investigated through methods using the results of field measurement, laboratory and field soil tests. As a result, OCRs were obtained around the range of 0.95 to 1.20 by analysis of field measurements, although they were estimated around the values of 0.4 to 0.7 by the results of conventional consolidation tests for the clay. From the dissipation test it was found out that the excess pore pressures scarcely existed in the clay deposit and then the soil was not in the underconsolidated condition. And the OCRs obtained through methods of Mayne(1991) and Cao et al(1996) using the piezocone test and of Mayne & Kemper(1988) using the cone penetration test were in good agreement with those of field measurement.

키워드

참고문헌

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