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Effect of Untreated Sugar Cane Ash on the Setting Time and Compressive Strength of Concrete Mix
Subject area: Science,Engineering and Technology · Area of research: Civil/Structural Engineering
Abstract
This research investigates the influence of untreated sugar cane ash (SCA) as a partial replacement for cement on the setting time and compressive strength of concrete mixes. The SCA was introduced at replacement levels of 0%, 5%, 10%, 15%, and 20% by weight of cement. Specimens were tested at 7, 14, and 28 days of curing. Results showed a slight delay in setting time and a marginal reduction in compressive strength with increasing SCA content. However, the concrete maintained adequate performance up to 10% replacement, satisfying ASTM pozzolanic criteria. The 5?10% replacement range was found to be optimal, offering a balance between performance, cost efficiency, and environmental sustainability. The findings indicate that untreated SCA can be used in non-structural and light structural concrete applications to reduce cement dependency.
Keywords
Bagasse ash, Compressive strength, Concrete, Pozzolanic materials, Sustainability, Setting time.
How to cite this paper
@article{1711836,
author = {Eyu Oliver Ita, Atowon, A. D},
title = {Effect of Untreated Sugar Cane Ash on the Setting Time and Compressive Strength of Concrete Mix},
journal = {Iconic Research And Engineering Journals},
year = {2025},
volume = {9},
number = {5},
pages = {2471-2472},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1711836.pdf},
abstract = {This research investigates the influence of untreated sugar cane ash (SCA) as a partial replacement for cement on the setting time and compressive strength of concrete mixes. The SCA was introduced at replacement levels of 0%, 5%, 10%, 15%, and 20% by weight of cement. Specimens were tested at 7, 14, and 28 days of curing. Results showed a slight delay in setting time and a marginal reduction in compressive strength with increasing SCA content. However, the concrete maintained adequate performance up to 10% replacement, satisfying ASTM pozzolanic criteria. The 5?10% replacement range was found to be optimal, offering a balance between performance, cost efficiency, and environmental sustainability. The findings indicate that untreated SCA can be used in non-structural and light structural concrete applications to reduce cement dependency.},
keywords = {Bagasse ash, Compressive strength, Concrete, Pozzolanic materials, Sustainability, Setting time.},
month = {November},
}