한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)

한국지반공학회 (Korean Geotechnical Society)
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Experimental Study on the Consolidation Characteristics of Kwang-Yang Clay by Large Block sampling

  • 김종국 (한국건설품질시험원 지반환경연구실) ;
  • 유성진 (인본건설(주) 엔지니어링사업본부) ;
  • 채영수 (수원대학교 토목공학과)
  • Kim, Jong-Kook (Reaserch Dev., Institution of Korea Construction Quality Test & Analysis.) ;
  • Yu, Seong-Jin (Civil Engineering Div., Invon E & C., Ltd.) ;
  • Chae, Young-Su (Dept. of Civil Engineering, Suwon University)
  • 발행 : 2005.10.07
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초록

In this study, we have compared with the differences between the extent of sampling disturbance and consolidation characteristics by experiments, which are consolidation test and have been performed with Kwang-Yang clay samples. The effects on sampling disturbance to consolidation characteristics of soft clay have been inverstigated by using soil samples obtained from large block sampling and piston sampling methods. Through a few experiments, we've got important results which are that the consoilidation parameter of large block sample(Pc, Cc, Cv) is much larger than the value of parameter of piston sample. We've also found the fact that the large block sample using the large size sampler is much better than piston sample in the quality of goods to lessen the effects on disturbance of sampling. When compared to the parameter of consolidation along with the methods of experiment, we found that the result performed by large size consolidation test is the greatest one and CRS is much better than standard consolidation test to seek for proper parameter.

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