Chapter
Apr 26, 2012
Mix Design of Pervious Recycled Concrete
Publication: Performance Modeling and Evaluation of Pavement Systems and Materials: Selected Papers from the 2009 GeoHunan International Conference
Abstract
Rules and parameters of mix design for pervious recycled concrete were proposed. Making use of proportioning mix method for stone matrix asphalt (SMA) and open graded friction course (OGFC), volume indexes including volume of voids(VV), volume of cement paste (VP) as well as percent air voids in coarse aggregate(VCA) can be seen as key parameters guiding for mix design. Mix design procedures for pervious recycled concrete were then put forward. Both compressive strength and water seepage velocity were put forward as verification indexes. A practical mix design example was given and the compressive strength and VV test result show that the new mixing design method for no-fines pervious recycled concrete or conventional pervious concrete is practical and feasible.
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Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Compressive strength
- Concrete
- Design (by type)
- Engineering fundamentals
- Engineering materials (by type)
- Geology
- Geomechanics
- Geotechnical engineering
- Highway and road design
- Material mechanics
- Material properties
- Materials engineering
- Materials processing
- Mathematics
- Parameters (statistics)
- Pavement design
- Pervious concrete
- Recycling
- Rock mechanics
- Rocks
- Sight distances
- Statistics
- Strength of materials
- Voids
Authors
Affiliations
Associate Professor, School of Communication and Transportation Engineering, Changsha University of Science and Technology, Chiling Road 45#, Changsha, Hunan, China, 410076. E-mail: [email protected]
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