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The proportion of glass and plastic beads in the mix was 66.61 and 33.39 %, respectively.
19 % proportion of glass beads used in this study was in acceptable limit for ASR.
The density of concrete decreases when the proportion of glass increases.
19 % proportion of glass bead was in acceptable limit for compressive strength test and ASR in this study.
The minimum compressive strength should be at least 37 MPa at the end of 28 days and 31 % proportion of glass beads did not provide this value.
Glass fibre Reinforced Cement (GRC) is a composite material composed of Portland cement mortar with low w/c (water/cement) ratio and high proportion of glass fibres.
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The subjects were likely to have been exposed to a higher proportion of glass-filtered UV radiation on one side of their face.
These slabs had different proportions of glass beads in their mix designs.
Open image in new window Fig. 4 Results of ASR expansion of the mortar bars with different proportions of glass bead.
In this study, different proportions of glass beads used for road marking were added into the concrete samples to reduce the temperature gradient through the concrete pavement thickness.
In this study, different proportions of glass beads, which are used for road marking, were added into the concrete samples to reduce the temperature gradient values representing the temperature changes through the concrete pavement thickness.
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