Effects of fine aggregate content on the unsaturated hydraulic characteristics of recycled concrete aggregate

Recycled concrete aggregate (RCA) can be used in landfill and slope cover systems, where its unsaturated hydraulic properties play an important role. The hydraulic behavior of RCAs can be potentially controlled through mixing coarse and fine aggregates by a pre-determined proportion, which lacks exp...

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Bibliographic Details
Published in:Canadian geotechnical journal 2024-03, Vol.61 (3), p.604-610
Main Authors: Chen, Rui, Wu, Fan, Ng, Charles W.W., Tai, Pei, Mei, Dong-jie
Format: Article
Language:English
Subjects:
Aggregates
Concrete
Concrete aggregates
Hydraulic properties
Hydraulics
Landfills
Moisture content
Permeability
Permeability coefficient
Pore size
Pore size distribution
Recycled materials
Size distribution
Suction
Waste disposal sites
Water content
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Summary:Recycled concrete aggregate (RCA) can be used in landfill and slope cover systems, where its unsaturated hydraulic properties play an important role. The hydraulic behavior of RCAs can be potentially controlled through mixing coarse and fine aggregates by a pre-determined proportion, which lacks experimental validation. In this study, water retention curve (WRC) and permeability function (PF) of RCAs with different fine aggregate contents ( f c ) were investigated. Experiments on 9 RCAs with different gradations reveal that when f c is between 20% and 30%, a second air entry value appears, and the shape of both WRC and PF becomes bimodal, which is probably resulted from an uneven dual-peak pore size distribution. With an increasing f c , the first air entry value and the residual water content increases. The unsaturated coefficient of permeability decreases with the increasing f c for a low suction level (10 kPa). Overall, adopting a properly mixed RCA with f c value of less than 10% or over 40%, instead of a narrowly graded RCA, is recommended for coarse- and fine-grained layers in a capillary barrier, respectively.
ISSN:0008-3674
1208-6010
DOI:10.1139/cgj-2022-0380