Computers and Concrete

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Finishing methods and compressive strength-void ratio relationships of in-situ porous concrete pavement

  • Hatanaka, Shigemitsu (Department of Architecture, Faculty of Engineering, Mie University) ;
  • Mishima, Naoki (Department of Architecture, Faculty of Engineering, Mie University) ;
  • Nakagawa, Takeshi (Department of Architecture, Faculty of Engineering, Mie University) ;
  • Morihana, Hirotomo (Department of Architecture, Faculty of Engineering, Mie University) ;
  • Chindaprasirt, Prinya (Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University)
  • Received : 2011.03.05
  • Accepted : 2012.03.10
  • Published : 2012.09.25
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Abstract

In this paper, the effect of finishing methods on the relationships between compressive strength, permeability and void ratio of porous concrete (POC) or pervious concrete is discussed, using core specimens taken from actually constructed POC pavement. To attain reliable performance in the construction work, a newly designed finisher for POC is developed, and the performances as well as methods for controlling void ratio are examined. The POC pavements were finished with three finishing methods viz., no finishing, finishing with standard compactor and finishing with prototype compactor. The results show that the prototype POC finisher is efficient in controlling the void ratio and the quality of POC pavements. The relationships between compressive strength as well as permeability and void ratio of the in-situ POC pavements finished by the prototype machine were obtained. They are slightly different from the laboratory test results owing mainly to the mold effect and the differences in compaction modes.

Keywords

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