Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material

In this study, the aim is to make use of pure Incineration Bottom Ash (IBA) with no other solids, together with alkaline agents to make geopolymer and aerated geopolymer concrete. The IBA has been classified into ferrous materials, non-ferrous materials and glass cullets. The glass cullets in the IB...

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Main Author: Teoh, Peng Jie
Other Authors: Yang En-Hua
Format: Final Year Project
Language:English
Published: 2017
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Online Access:http://hdl.handle.net/10356/71242
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-712422023-03-03T17:25:26Z Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material Teoh, Peng Jie Yang En-Hua School of Civil and Environmental Engineering DRNTU::Engineering:Civil engineering In this study, the aim is to make use of pure Incineration Bottom Ash (IBA) with no other solids, together with alkaline agents to make geopolymer and aerated geopolymer concrete. The IBA has been classified into ferrous materials, non-ferrous materials and glass cullets. The glass cullets in the IBA which has high silicon content will be used as the alumino-silicate oxide for the reaction to form geopolymer binder, while the non-ferrous materials in the IBA provides the source of metallic aluminium. The aluminium produces hydrogen gas upon reaction with alkaline agents and helps to improve the binder stability of geopolymer concrete. IBA from two different plants – Tuas South Incineration Plant (Tuas) and Keppel Seghers Tuas Waste-to-Energy Plant (Keppel) – has been studied and it was found that not all IBA from different plants are suitable for making aerated geopolymer concrete. Non-ferrous materials from Tuas were found to generate lesser aeration as compared to Keppel’s. Since strength and aeration are known to have an inverse relationship in geopolymer concrete, the study focused on developing geopolymer concrete which has high performance using IBA from Tuas and high aeration using IBA from Keppel. Trials have been carried out using Sodium Hydroxide solution as the only alkaline agent. However, it was found that the samples did not gain considerable strength. Hence, Sodium Silicate solution (Waterglass) was introduced as part of the alkaline agents used. Strength is highly dependent on the binder strength that comes from the glass cullets, while aeration depends on the amount of metallic alumina in the non-ferrous materials. Thus, trials with varying Waterglass and Sodium Hydroxide ratio were carried out on grinded glass, Tuas non-ferrous materials and Keppel non-ferrous materials to find the best ratio to achieve high strength and aeration. The Waterglass: Sodium Hydroxide ratio of 5:1 and 2:1 were determined to be the best for achieving high strength (thus, performance) and aeration respectively. Subsequently, by varying the dosage of non-ferrous materials in each mix, it was found that a range of samples with compressive strength 20.7MPa - 64.5MPa was possible for high performance concrete and 2.3MPa (0.77g/cm³) - 10.4MPa (1.13g/cm³) was possible for high aeration concrete. The binder stability for high performance concrete samples had also improved with the addition of non-ferrous materials as compared to samples made from 100% glass. Bachelor of Engineering (Civil) 2017-05-15T08:24:19Z 2017-05-15T08:24:19Z 2017 Final Year Project (FYP) http://hdl.handle.net/10356/71242 en Nanyang Technological University 64 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering:Civil engineering
spellingShingle DRNTU::Engineering:Civil engineering
Teoh, Peng Jie
Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
description In this study, the aim is to make use of pure Incineration Bottom Ash (IBA) with no other solids, together with alkaline agents to make geopolymer and aerated geopolymer concrete. The IBA has been classified into ferrous materials, non-ferrous materials and glass cullets. The glass cullets in the IBA which has high silicon content will be used as the alumino-silicate oxide for the reaction to form geopolymer binder, while the non-ferrous materials in the IBA provides the source of metallic aluminium. The aluminium produces hydrogen gas upon reaction with alkaline agents and helps to improve the binder stability of geopolymer concrete. IBA from two different plants – Tuas South Incineration Plant (Tuas) and Keppel Seghers Tuas Waste-to-Energy Plant (Keppel) – has been studied and it was found that not all IBA from different plants are suitable for making aerated geopolymer concrete. Non-ferrous materials from Tuas were found to generate lesser aeration as compared to Keppel’s. Since strength and aeration are known to have an inverse relationship in geopolymer concrete, the study focused on developing geopolymer concrete which has high performance using IBA from Tuas and high aeration using IBA from Keppel. Trials have been carried out using Sodium Hydroxide solution as the only alkaline agent. However, it was found that the samples did not gain considerable strength. Hence, Sodium Silicate solution (Waterglass) was introduced as part of the alkaline agents used. Strength is highly dependent on the binder strength that comes from the glass cullets, while aeration depends on the amount of metallic alumina in the non-ferrous materials. Thus, trials with varying Waterglass and Sodium Hydroxide ratio were carried out on grinded glass, Tuas non-ferrous materials and Keppel non-ferrous materials to find the best ratio to achieve high strength and aeration. The Waterglass: Sodium Hydroxide ratio of 5:1 and 2:1 were determined to be the best for achieving high strength (thus, performance) and aeration respectively. Subsequently, by varying the dosage of non-ferrous materials in each mix, it was found that a range of samples with compressive strength 20.7MPa - 64.5MPa was possible for high performance concrete and 2.3MPa (0.77g/cm³) - 10.4MPa (1.13g/cm³) was possible for high aeration concrete. The binder stability for high performance concrete samples had also improved with the addition of non-ferrous materials as compared to samples made from 100% glass.
author2 Yang En-Hua
author_facet Yang En-Hua
Teoh, Peng Jie
format Final Year Project
author Teoh, Peng Jie
author_sort Teoh, Peng Jie
title Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
title_short Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
title_full Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
title_fullStr Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
title_full_unstemmed Innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
title_sort innovative reutilisation of municipal solid wastes incineration bottom ash as green construction material
publishDate 2017
url http://hdl.handle.net/10356/71242
_version_ 1759854538033987584