ItemArticle

Effect of quick lime addition for improving compressive strength of fly ash based (cement free) geopolymer concrete

Title
Effect of quick lime addition for improving compressive strength of fly ash based (cement free) geopolymer concrete
Creator
Mudgal, Manish; Nageshwar, Akash; Chouhan, Ramesh Kumar; Mudgal, Vedansh; Chauhan, Janardan Singh; Kumar Srivastava, Avanish
Description
In this current investigation, a comprehensive exploration has been undertaken to advance the development of Class F fly ash-based Geopolymeric mortar and concrete, utilizing fly ash that has been sourced from the Satpura Thermal Power Station in Sarni, District Betul, Madhya Pradesh, India. The study has systematically investigated the influence of Quick Lime addition in the formulation of fly ash-based Geopolymeric mortar and concrete, with a particular focus on enhancing compressive strength within the constraints of ambient atmosphere conditions. The Geopolymeric binder has been meticulously crafted using sodium hydroxide and sodium silicate as alkaline activators. Systematic variations of Quick Lime dosages (ranging from 0% to 10% by weight of fly ash) have been introduced, and the ensuing specimens have undergone scrutiny for standard consistency and setting time under ambient temperature curing. The outcomes have underscored a discernible trend wherein the judicious addition of 7 to 9 wt.% calcium oxide (Quick Lime) to the fly ash matrix has precipitated a noteworthy reduction in setting time at room temperature, concurrently manifesting a substantial enhancement in compressive strength for Geopolymeric mortar and concrete formulations. The elucidation of the binder's microstructural phases and their chemical characteristics has been pursued through rigorous analytical methodologies, encompassing X-ray fluorescence (XRF), X-ray diffraction (XRD), scanning electron microscopy (SEM), and field emission scanning electron microscopy (FE-SEM). Cost analysis has also been conducted for 1m of concrete, comparing conventional concrete (M25) and fly ash-based Geopolymer concrete. 2025, National Institute of Science Communication and Policy Research. All rights reserved.
Source
Indian Journal of Engineering and Materials Sciences;Volume;32;Issue;4;pp.417-424
Date
01-01-2025
Publisher
National Institute of Science Communication and Policy Research
Subject
Cement free concrete; Compressive strength; Cost analysis; Fly ash; Geopolymer; Industry by-product; Quick lime; Setting time
Coverage
Mudgal M., Centre for Advanced Radiation Shielding & Geopolymeric Materials (CARS&GM) CSIR-AMPRI, Madhya Pradesh, Bhopal, 462 026, India; Nageshwar A., Samrat Ashok Technological Institute (SATI), Madhya Pradesh, Vidisha, 464 001, India; Chouhan R.K., Centre for Advanced Radiation Shielding & Geopolymeric Materials (CARS&GM) CSIR-AMPRI, Madhya Pradesh, Bhopal, 462 026, India; Mudgal V., BBA Finance and International Business Student, Department of Business and Management, CHRIST (Deemed to be University), Karnataka, Bengaluru, 560 076, India; Chauhan J.S., Samrat Ashok Technological Institute (SATI), Madhya Pradesh, Vidisha, 464 001, India; Kumar Srivastava A., Centre for Advanced Radiation Shielding & Geopolymeric Materials (CARS&GM) CSIR-AMPRI, Madhya Pradesh, Bhopal, 462 026, India
Rights
Restricted Access; Hardcopy may be available in the library
Relation
ISSN: 9714588;
Format
online
Language
English
Type
Article

Citation

Mudgal, Manish; Nageshwar, Akash; Chouhan, Ramesh Kumar; Mudgal, Vedansh; Chauhan, Janardan Singh; Kumar Srivastava, Avanish, “Effect of quick lime addition for improving compressive strength of fly ash based (cement free) geopolymer concrete,” CHRIST (Deemed To Be University) Institutional Repository, accessed June 18, 2026, https://archives.christuniversity.in/items/show/23704.

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