• Title/Summary/Keyword: Huge undisturbed sample

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Consolidation characteristics of soft ground using huge sample (대형 sample을 이용한 해안 연약지반 압밀특성에 관한 연구)

  • Hong, Sung-Jin;Lee, Moon-Joo;Jung, Doo-Suk;Lee, Woo-Jin
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.10a
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    • pp.1109-1114
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    • 2008
  • To investigate the effect of sample size on coefficient of consolidation of non-homogeneous soil, the result of a large size consolidation test using a huge undisturbed sample with $1200mm(D){\times}2000mm(H)$ in dimension is compared with that of oedometer test using undisturbed small sample. In addition, test results are compared with those of same test using remold sample. Experimental results show that, due to the lump of sand/silt was mixed in sample, the coefficient of consolidation of undisturbed samples have a difference for each tests. Whereas, the difference of coefficient of consolidation between remolded large and small samples is not found. Because sample size affects the test results, sample must be carefully selected for non-homogeneous soil.

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