Strength, Durability and Bond Characteristics of Hybrid Glass Powder Concrete for Applying as an Overlay
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Abstract
The potential utilization of fine glass powder (GP) as an eco-cementing material in concrete was experimentally investigated based on the strength, durability, and interface bond characteristics. The current research utilized hybrid GP, combining two micron-sized GPs with different particle sizes in equal proportions, to produce well- graded mixes of M30, M40, and M50. Strength and performance characteristics were experimentally investigated to arrive at a better partial replacement level of cement with hybrid GP. The shear strength of hybrid GP concrete cubes with substrates and repair material of different concrete mixes was also examined. Interface bond strength was evaluated by conducting the slant shear test on concrete prisms with the normal concrete as a substrate and hybrid GP concrete as an overlay. Analyses of the hardened properties revealed that 30% hybrid GP substitution produced the highest compressive strength. The GP concrete mixes exhibited improved performance in the durability indicators like sorptivity, chloride permeation, and moisture movement, but show a marginal increase in drying shrinkage. Tests on the application of hybrid GP concrete as an overlay concrete with conventional concrete as a substrate show a considerable improvement in the interface shear bond characteristics. The studies confirm the recyclability of waste GP as a partial substitute for cement in repair works.
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