Utilization of coal bottom ash and fine coconut shell as partial sand replacement in concrete
Sustainable development and environmental protection have become the key goals of the modern society. Nowadays, huge volumes of coal bottom ash (CBA) are disposed of in coal ash ponds or landfills. On the other hand, the coconut industry is facing disposal problems due to the slow decomposition p...
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| Format: | Thesis |
| Language: | English English English |
| Published: |
2019
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/659/1/24p%20PUTERI%20NATASYA%20MAZENAN.pdf http://eprints.uthm.edu.my/659/2/PUTERI%20NATASYA%20MAZENAN%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/659/3/PUTERI%20NATASYA%20MAZENAN%20WATERMARK.pdf |
| Summary: | Sustainable development and environmental protection have become the key goals of
the modern society. Nowadays, huge volumes of coal bottom ash (CBA) are disposed
of in coal ash ponds or landfills. On the other hand, the coconut industry is facing
disposal problems due to the slow decomposition process of coconut shells which has
led to the accumulation of coconut shell piles. Therefore, this study aims to determine
the properties of sustainable concrete containing CBA and fine coconut shell (FCS) as
partial sand replacement. Normal concrete design with compressive strength of 30
MPa strength at 28 days curing age and a water-cement ratio of 0.50 was used in this
study. The percentages of CBA used were 5%, 10%, 15% and 20% while the
percentages of FCS used were 2%, 4%, 6% and 8% where its replaced by volume. The
slump test was performed to determine the workability of the fresh concrete. The
specimens were cured in a water tank for 7, 28, 56 and 90 days before they were tested
in terms of compressive strength, splitting tensile strength and water absorption.
Design Expert software was used for Response Surface Method (RSM) analysis to
determine the optimum percentages of CBA and FCS as partial sand replacement in
concrete. CBA and FCS were inserted as factors (input) whereas the results of fresh
and hardened concrete from the experimental work were inserted as response (output)
in the software in order to determine the optimum percentage. As conclusion, the
workability of the concrete decreased with the incorporation of CBA and FCS in
concrete while the compressive strength and splitting tensile strength were improved.
In addition, the percentage of water absorption increased as both CBA and FCS are
capable of absorbing water. It was found that the optimum percentages of CBA and
FCS were 10% and 6% respectively. These percentages resulted in the optimum
performance of concrete in terms of workability and strength in this study. |
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