Journal of The Korean Society of Agricultural Engineers (한국농공학회논문집)

The Korean Society of Agricultural Engineers (한국농공학회)
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Effect of Strength Properties of In-Situ Concrete Pile in Embankment Slopes on Embankment Materials and Boring Methods

성토사면에 타설된 현장 콘크리트 말뚝의 강도특성에 미치는 성토재료 및 타설 방법에 대한 영향

  • 황무석 ((주)지오통상 부설연구소) ;
  • 정재훈 (한국수자원공사 수자원연구원) ;
  • 박승기 (공주대학교 산업과학대학 지역건설공학) ;
  • 이창수 (공주대학교 산업과학대학 지역건설공학) ;
  • 박찬기 (공주대학교 산업과학대학 지역건설공학)
  • Published : 2008.09.30
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Abstract

This study evaluated the applicability of in-situ concrete pile as a stabilization materials of embankment slopes including agricultural reservoir and rural road etc. The experimental embankment slopes was constructed to investigate the strength properties of in-situ concrete pile with embankment materials and boring methods. The test variable were applied the boring method(driving and augering) and water-cement ratio. In order to analyze the physical and mechanical properties of embankment materials, permeability and water contents test were was performed. Also, the freshly and harden of in-situ concrete properties were measured by the slump and compressive strength tests. The results showed the water content and permeability of embankment materials and boring methods affected on compressive strength of in-situ concrete pile.

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References

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