Effect of Fly Ash, Bottom Ash, and Silica Fume as Cement Substitutes on Mortar Compressive Strength
Keywords:
Cement Substitution, Compressive Strenght, Fly Ash, Ground Bottom Ash, Silica FumeAbstract
This research aims to study the effect of fly ash, bottom ash, and silica fume on the compressive strength of mortar. The experimental tests were performed for mortar with six variations in the percentage of cement partial replacement material to investigate its impact on the compressive strength. The cement partial replacement material used in this research mainly came from industrial waste materials. Fly ash (FA), ground bottom ash (GBA), and silica fume (SF) were the waste materials used in this research. Tests were carried out for twenty-eight days for each variation to observe the effect on compressive strength every seven days. The research results show that as concrete ages, its compressive strength increases, with values varying across treatments. At 28 days, compressive strength increased by 11% and 5% in the treatments with 30% FA and 5% SF, respectively. Meanwhile, the BA addition variation did not show a significant increase. The 30% fly ash addition was the variation that showed the largest percentage increase in compressive strength.
Downloads
Downloads
Published
Issue
Section
License
Copyright (c) 2026 Adveni Hesty Altisari Lada (Author)

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with Cornerstone Civil Engineering Journal (CCEJ) agree to the following terms:
Authors retain copyright and grant the journal the right of first publication with the work simultaneously licensed under a Creative Commons Attribution 4.0 International License (CC BY 4.0), which allows others to share, adapt, distribute, and reproduce the work in any medium or format, provided the original author and source are properly credited.
Cornerstone Civil Engineering Journal (CCEJ) provides immediate open access to its content on the principle that making research freely available to the public supports a greater global exchange of knowledge.
Readers are permitted to read, download, copy, distribute, print, search, or link to the full texts of articles without asking prior permission from the publisher or the author, provided proper citation is given.

