Abstract

This article investigates the use of powder waste glass (PWG) as partial replacement of cement for the production of Concrete Masonry Units (CMU) using a lab experimental program. Initially, an optimum level of partial replacement of cement with PWG was determined in the preliminary experimental tests on mortar mixtures incorporating PWG. Mixtures with 100% cement were also produced for comparison with the PWG modified mixtures. Test results of the main experimental program confirmed the viability of 15 wt.% replacement of cement with fine PWG having median particle size of 18 µm towards production of CMU with enhanced strength and durability attributes. The use of PWG as partial replacement cement benefitted the later-age strength and durability of the resulting cementitious mixture. At 56 and 90 days of ages, the PWG mixture-based CMU achieved about 12% higher strength than that of control CMU. Furthermore, eight-day cumulative water sorption of PWG-based CMU was recorded to be 43% less than that of normal CMU. Similarly, a 10% reduction in the dry density of the hardened CMU produced with PWG was recorded in comparison to that of control CMU produced with 100% cement. The inclusion of PWG as partial replacement of cement was observed to increase the initial and final setting times and slightly reduce the flow characteristic of the resulting cementitious mixtures. The use of PWG for the production of CMU blocks is viewed as an excellent practice for the production of strong, durable, light, economical and eco-friendly masonry construction.

Highlights

  • A significant number of studies exist on the use of traditional supplementary cementitious materials (SCM) for the production of Concrete Masonry Units (CMU), this study evaluates the use of powder waste glass (PWG) as an SCM in the cementitious mixture for the manufacturing of CMU

  • It is noted that the compressive strength of CMU produced with 15 wt.% replacement of cement with PWG is slightly less than that of the CMU made with control mixture at 28 days of age

  • The increase in the later-age strength of the PWG-based CMU higher than that of the control CMU is thought to be the effect of the pozzolanic reaction of the PWG with the hydrates of cement which results into pore filling effect caused by the production of secondary calcium silicate hydrates (C-S-H)

Read more

Summary

Introduction

Masonry is an ancient and one of the most popular methods of construction, which is still used for the construction of various types of low- rise structures [1, 2]. In addition to the traditional burnt clay bricks, CMU have been extensively used as the building blocks of a masonry structures. These include the structures made of load-bearing and non-load bearing masonry walls. The use of CMU as masonry building units has taken over traditional clay bricks mainly due to their energy efficient production, lower CO2 emission during manufacturing, enhanced durability and better surface finishing as compared to the burnt clay bricks [3-5]. It has been forecasted that the global concrete block and brick manufacturing shall reach 2.3 Trillion by the end of 2027 at a growth rate of 2.4% during the 2020-2027 period [7]

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call