Abstract
Results of a laboratory study of no-fines pervious concrete for paving are presented. Conclusions are drawn regarding the percent air voids needed for adequate permeability, the optimum water-cement ratio range, and the amounts of compaction and curing required. Recommendations are made regarding appropriate uses for this type of concrete.
Cite
CITATION STYLE
APA
Meininger, R. C. (1988). NO-FINES PERVIOUS CONCRETE FOR PAVING. Concrete International, 10(8), 20–27.
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