Journal of the Korea Academia-Industrial cooperation Society (한국산학기술학회논문지)

The Korea Academia-Industrial cooperation Society (한국산학기술학회)
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A Study on the Undrained Characteristics of Highly plastic soils II: Factors on Strength

고소성토의 비배수 특성에 관한 연구 II: 비배수강도 영향요소

  • Kim, Dae-Kyu (Department of Civil Engineering, Sangmyung University)
  • 김대규 (상명대학교 건설시스템공학과)
  • Received : 2012.07.26
  • Accepted : 2012.09.06
  • Published : 2012.09.30
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Abstract

The investigation of the undrained strength and the important several undrained geotechnical properties was, in detail, made for highly plastic soils using the field and laboratory testing results. The plastic index, activity, water content, and effective unit weight did not show the notable relationship with both Su and normalized Su. The OCR, sensitivity, and undrained elastic modulus presented remarkable tendency with normalized Su. It could be concluded that the use of the normalized Su may lead to the reasonable results then the normalized Su needs further research.

본 연구에서는 고소성토 비배수강도와 주요 특성치들의 관계에 대하여 다양한 현장 및 실내시험 결과를 활용하여 심층적으로 고찰하였다. 소성지수, 활성도, 함수비 및 유효단위중량 등은 비배수강도 및 정규화 비배수강도 경우 모두 예상과 달리 특별한 관계를 보이지 않았다. 과압밀비, 예민비 및 비배수탄성계수 등은 정규화 비배수강도와 분명한 관계를 보여주었다. 정규화 비배수강도 방법이 비배수강도와 특성치들의 연구에 크게 도움이 될 것으로 기대된다.

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References

  1. C..D. Kim, S.I. Kim, J.W. Lee,, "Estimation of Undrained Shear Strength for Clays using Effective Cone Factor," J. of Korean Society of Geotechnical Engineers, pp. 133-141, Vol. 24, No. 11, 2008.
  2. A. Turan, S. D. Hinchberger, and M. H. El Naggar, "Mechanical characterization of an artificial clay," J. of Geotechnical and geoenvironmental engineering, pp. 280-290, Vol. 135, No. 2, Feb. 2009. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:2(280)
  3. W. Cho and R. J. Finno, "Stress-strain responses of block samples of compressible Chicago glacial clays," J. of Geotechnical and geoenvironmental engineering, pp. 178-188, Vol. 136, No. 1, Jan. 2010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000186
  4. B F. Schlue, T. Moerz, and S. Kreiter, "Influence of shear rate on undrained vane shear strength of organic harbor mud," J. of Geotechnical and geoenvironmental engineering, pp. 1437-1447, Vol. 136, No. 10, Oct. 2010. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000356
  5. Dodam E&C, Reports of geotechnical testings for New Harbor Construction in Busan, 2004.
  6. D.K. Kim, "A Study on the undrained characteristics for highly plastic soils I: relations of properties," J. of Korea Academia-Industrial Cooperation Society, in press, 2012. https://doi.org/10.5762/KAIS.2012.13.8.3713