New estimation method of the coefficient of consolidation for the various stress conditions

다양한 응력조건을 고려한 새로운 압밀계수 평가방법

  • Kwak, Chan-Mun (The Civil Engineering Division of Dongbu Corporation) ;
  • Jung, Young-Hoon (Research Institute of Engineering Science, College of Engineering, Seoul National University) ;
  • Kim, Chang-Youb (Research Institute of Engineering Science, College of Engineering, Seoul National University) ;
  • Chung, Choong-Ki (School of Civil, Urban & Geotechnical Engineering, Seoul National University)
  • 곽찬문 (동부건설 토목사업부) ;
  • 정영훈 (서울대학교 공학연구소) ;
  • 김창엽 (서울대학교 공학연구소) ;
  • 정충기 (서울대학교 지구환경시스템 공학부)
  • Published : 2005.03.25

Abstract

The coefficient of consolidation has been evaluated using the conventional oedometer tests based on the one-dimensional consolidation theory. In the field, however, the actual response of the soil will be subject to the three-dimensional condition during consolidation. In this research, a new estimation method of the coefficient of consolidation for the various stress-deformation conditions was proposed. The good agreement between the computed dissipation of pore pressure and the measured data confirms the usefulness and the applicability of the proposed method to predict the exact rate of consolidation.

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