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An Experimental Study of Permeable Concrete Pavement for Practical Use in the Field
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  • An Experimental Study of Permeable Concrete Pavement for Practical Use in the Field
  • An Experimental Study of Permeable Concrete Pavement for Practical Use in the Field
저자명
Kim. Seong-Soo,Jung. Ho-Seop,Moon. Han-Young
간행물명
International journal of concrete structures and materials
권/호정보
2007년|19권 |pp.17-23 (7 pages)
발행정보
한국콘크리트학회
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

In rainy weather, permeable concrete pavement has advantages such as good drainage, increased skid resistance, reduced splash and spray behind vehicles for improving the safety of driving vehicles as well as reduction of the traffic noise. It also contributes to improvement of traffic environment. In this study, the fundamental properties of permeable concrete in accordance with maximum size of aggregate, sand percentage and unit cement content were investigated for practical use of permeable concrete pavement. Although the permeability standard for typical permeable asphalt-concrete pavement is $1{ imes}10^{-2}cm/sec$, the researchers determined that the coefficient of permeability of the permeable concrete should be set higher at $1{ imes}10^{-1}cm/sec$. Then, the researchers measured the coefficient of permeability, strength, void ratio, and continuous void ratio of the permeable concrete while varying maximum size of the aggregate, sand percentage, unit cement content for detailed analysis. It was found that the void ratio, continuous void ratio, and flexural strength were about 15%, 12%, and 5.0MPa, respectively, when the permeability of the concrete was set at $1{ imes}10^{-1}cm/sec$. Given that the maximum size of aggregate was $10{sim}13mm$, we reached the conclusion that the best mix design for permeable concrete was $0{sim}20%$ of sand percentage and $380kg/m^3$ of unit cement content.