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Evaluation of Pervious Concrete Mixtures using Grade Coarse Aggregates for Bicycle Roads
The bicycle road network in South Korea has increased from 4908 to 18281km between 2006 and 2013. Pervious concrete, as a typical bicycle pavement, allows rainwater to seep through the surface instead of running off. However, due to the low binder content and low water-cement ratio of pervious concrete, it is susceptible to durability problems such ravelling due to abrasion and freeze-thaw failure. This research aims to develop a pervious concrete mix which will obtain sufficient permeability, strength and durability. In this research, four types of mixtures were investigated with varying fine aggregate and admixture content. The physico-mechanical properties of the pervious concrete were investigated including strength, void ratio, permeability, abrasion and freezing-thawing durability of the concrete mixtures. Furthermore, time delay for placement was investigated. Results imply that the fine aggregate content increased the compressive strength of the pervious concrete while its permeability performance is reduced but within the allowable limit. The mixture with fine aggregate has higher freezing-thawing durability and abrasion resistance. The preliminary results of the effects of time delay to the performance of concrete show a deterioration in the compaction capability of the pervious concrete.
