Abstract

For the last decade, recycled construction wastes were promoted to be reused in concrete manufacture process to achieve sustainability of structures. Recently, crushed glass has been investigated many researchers [1-9] as a partially replacement for coarse and fine aggregates, finally; cement. This study investigated the influence of both the mechanical behaviour and microstructure of cement mortar when partially replaced by powder glass. Here in, six mixes were design for six percentages of replacement; considered incrementally, each 5% (0%, 5%, 10%, 15%, 20%, and 25%) of cement weight. 36 mortar cubes and 18 prisms were cast and cured for 28 days. Then after, the specimens were tested in compression and indirect splitting tensile strength to determine their influence on mechanical properties. In addition, scanning electron microscope as well X-ray diffraction was used to examine their microstructure cement. The results showed that 20.5% increase in compressive strength at 7 days while at 28 days, the compressive strength increases insignificantly by value of 0.3% when using 5% GLP replacement. In addition, 46.9% increase was achieved in flexural strength at 28 days. Furthermore, the SEM micrographs observed some clear glass particles while the XRD clearly monitored the high count of silica and could not detect the calcium silicate that represents the amorphous part.

Highlights

  • For the last decade, recycled construction wastes were promoted to be reused in concrete manufacture process to achieve sustainability of structures

  • The percentage of flowability of cement mortars was equal to 80%, 78% and 77% by adding glass powder amount 0%, 15% and 25% by cement weight respectively

  • The results showed that the 7 days compressive strength obtained for the specimens with 5%, 10% and 15% GLP replacement by cement weight achieved higher compressive strength than that of the control specimen

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Summary

Introduction

For the last decade, recycled construction wastes were promoted to be reused in concrete manufacture process to achieve sustainability of structures. Different percentages of GLP replacement in cement mortars were countered in the last period. Most of the studies were carried out to judge the cement mortars properties at an early and late age [1,2]. The authors [3 - 4] believed that there is a significant increase in compressive strength for 20% percentages of GLP replacement or more by cement weight as well flexural strength [3]. Others proved that compressive strength increases with increase in percentage of GLP replacement up to 20%; while, beyond 20% of GLP replacement, the strength decreases. Similar behaviour was deduced when testing the concrete for flexural strength [4]. The results showed different approaches than those achieved in literature

Research Significance
Materials
Consistency
Compressive strength
Microstructure Analysis
Conclusions
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