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

Korean Geotechnical Society (한국지반공학회)
권호 표지

A Study on Strength Characteristics of Sand and Gravel with/without Fines

세립재의 유무에 의한 조립재료의 강도특성 연구

  • 임은상 (한국수자원공사 수자원연구원) ;
  • 신동훈 (한국수자원공사 수자원연구원) ;
  • 조성은 (한국수자원공사 수자원연구원) ;
  • 전제성 (한국수자원공사 수자원연구원)
  • Published : 2008.10.10
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Abstract

In this study, large triaxia mpression tests of sand-gravel soils were carry out to clarify the influence of fines on shear strength characteries. Two soil specimens with/without fines that is used for construction material of dam were prepared. One was reproduced with wide range of grain size and the other was removed fines below 2mm from the one. The compaction tests proposed by our center were performed to obtain relative density of the specimens, and then each specimen was adjusted two dry density. The large triaxial compression tests were carry out under CD condition. Based on the results, the sand-gravel soils with low fines content has no effect on shear strength characteries.

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