수압을 받는 콘크리트에서의 수분 이동에 관한 실험적 연구

Experimental Study on the Water Penetration of Concrete with Water Pressure

  • 유조형 (한양대학교 대학원 건축환경공학과) ;
  • 이한승 (한양대학교 공학대학 건축학부) ;
  • 강인석 (토탈인포메이션, 한양대학교 대학원 건축환경공학과)
  • 발행 : 2006.05.11

초록

The objective of the study is to investigate the depth of penetration of concrete water forced in under pressure. For this purpose, the experiments for the depth of penetration by selecting the factors and levels such as water pressure, pressure time were executed. The flow of water of concrete examined theoretically and experimentally. As a result, It is found that in the case of low water pressure approximately 0.15Mpa or less, the flow is Darcy seepage flow, the same as flow in an ordinary sand stratum, whereas in the case of high water pressure, the flow is diffused seepage flow accompanied by internal deformation of concrete.

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