• Prediction of the Shear Strength of Oil Contaminated Clay using Fall Cone
  • Song, Young-Woo;Lee, Han-Sok;Park, Jun-Boum;
  • Department of Civil and Environmental Engineering, Hannam University;Department of Civil and Environmental Engineering, Hannam University;Department of Civil and Environmental Engineering, Seoul National University;
  • 폴콘을 이용한 유류 오염 점토지반의 전단강도 예측
  • 송영우;이한석;박준범;
  • 한남대학교 건설시스템공학과;한남대학교 건설시스템공학과;서울대학교 건설환경공학부;
Abstract
This paper presents the prediction of shear strength of oil contaminated clay using fall cone test used to determine the liquid limit of soil. The penetration depth of fall cone is related to water content of soil. Laboratory vane shear can also be related to water content. To explore the relative correlation between penetration depth of fall cone and laboratory vane shear, both fall cone tests and laboratory vane shear test were carried out with water contents of soil. The developed empirical relationships in this studys showed that the shear strength is reduced to 3.9% with 1% increase of oil content. And, the lesser initial water content of contaminated clay, the more shear strength of contaminated clay is affected by oil content.

Keywords: oil content;shear strength;fall cone test;laboratory vane test;

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This Article

  • 2010; 15(6): 107-113

    Published on Dec 31, 2010

  • Received on Nov 3, 2010
  • Accepted on Nov 24, 2010