Sustainability and mechanical property assessment of concrete incorporating eggshell powder and silica fume as binary and ternary cementitious materials

Cement production emits a significant carbon dioxide (CO2) gas, dramatically influencing the environment. Furthermore, a large amount of energy is consumed during the cement manufacturing process; since Pakistan is already facing an energy crisis, this high energy consumption by the cement industry...

Full description

Saved in:
Bibliographic Details
Main Authors: Sohu, S., Bheel, N., Jhatial, A.A., Ansari, A.A., Shar, I.A.
Format: Article
Published: Springer Science and Business Media Deutschland GmbH 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85127559412&doi=10.1007%2fs11356-022-19894-5&partnerID=40&md5=9f9de09dec35baa6015fc1b650b424a8
http://eprints.utp.edu.my/33272/
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Cement production emits a significant carbon dioxide (CO2) gas, dramatically influencing the environment. Furthermore, a large amount of energy is consumed during the cement manufacturing process; since Pakistan is already facing an energy crisis, this high energy consumption by the cement industry puts further stress on Pakistan�s energy sector. Hence, the price of cement is rising day by day. Furthermore, waste disposals and concrete ingredients� restoration after demolition have adversative effects on the environment. Therefore, using these wastes decreases cement manufacturing, thereby reducing energy consumption, but it also aids in safeguarding the environment. The study aimed to determine the concrete properties by partially replacing cement with only eggshell powder (ESP) and combining ESP and silica fume (SF) in a ternary binder system in the mixture. However, workability, water absorption, compressive strength, split tensile strength, and flexural strength were all investigated in this study. In this experimental study, cement was replaced as 5, 8, 11, 15, and 20 of ESP, along with 5, 10, and 15 of silica by weight of cement in concrete. Approximately 21 mixes were prepared, from which 01 control mix, 05 mixes of ESP alone, and 15 mixes designed with a blend of ESP and SF with a 1:1.25:3 mix ratio and 0.5 water�cement ratios. Study parameters advocate the substitution of 11 ESP and 10 SF as the optimal option for maximum strength. Furthermore, combining ESP and SF diminishes the composite concrete mixture�s workability and dry density greatly. © 2022, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.