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Geotechnical Properties of Muskeg Soil for Construction Machinery Distributed in Oil-sand Areas

캐나다 오일샌드 분포지역에서의 유체기계 주행성능 평가를 위한 지반공학적 특성 분석

  • Hong, Seung-Seo (Korea Institute of Civil Engineering and Building Technology) ;
  • Kim, YoungSeok (Korea Institute of Civil Engineering and Building Technology)
  • 홍승서 (한국건설기술연구원 지반연구소) ;
  • 김영석 (한국건설기술연구원 지반연구소)
  • Received : 2016.03.29
  • Accepted : 2016.05.16
  • Published : 2016.06.01

Abstract

A series of laboratory tests were conducted to investigate the geotechnical engineering characteristics of muskeg soil for construction machinery widely distributed in cambridge region in Canada which makes problems in construction works. Physical characteristics of cambridge region muskeg soil were measured in terms of such categories as nature water content, organic content, specfic gravity, liquid limit, and plasticity index. As the test result, it was found that nature water content, organic content, specific gravity, liquid limit, plasticity index, and compression strength were 50.8~343.8%, 12.1~42.5%, 1.76~2.57, 46.6~440.2%, 25.6~280.5, $0.665{\sim}1.537kg/cm^2$, respectively.

Keywords

References

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Cited by

  1. 복합거동연결체의 하중재하에 따른 변형 특성 및 취약부위 산정 vol.15, pp.4, 2016, https://doi.org/10.15683/kosdi.2019.12.31.524