Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash

With the objective of establishing a viable alternative to the use of cement, the main objective of this study is to verify the possibility of using municipal solid waste incinerator bottom ash (MIBA) as a partial cement replacement, thereby reducing the environmental impact associated with the use...

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Main Authors: Joel R. Simões, Pedro R. da Silva, Rui V. Silva
Format: Article
Language:English
Published: MDPI AG 2021-07-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/14/6396
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author Joel R. Simões
Pedro R. da Silva
Rui V. Silva
author_facet Joel R. Simões
Pedro R. da Silva
Rui V. Silva
author_sort Joel R. Simões
collection DOAJ
description With the objective of establishing a viable alternative to the use of cement, the main objective of this study is to verify the possibility of using municipal solid waste incinerator bottom ash (MIBA) as a partial cement replacement, thereby reducing the environmental impact associated with the use of concrete as a building material. To this end, self-compacting concrete (SCC) binary mixes of cement and MIBA were evaluated in their fresh and hardened state (i.e., self-compactability, mechanical and durability related performance). Four SCC mixes were produced to cover a wide range of replacement levels of cement with MIBA, namely: 20%, 30%, 40% and 50%. A fifth SCC mix, without MIBA, was produced with 30% fly ash to carry out a comparative analysis with composites with well-established performance. The results showed that the use of bottom ash from municipal solid waste incinerators caused an overall decline in the performance of self-compacting concrete. Apart from the smaller number of reactive phases in the bottom ash when compared with fly ash, which led to a slower rate of strength development, the decline was also caused by the increased porosity from the oxidation of aluminium particles. Nevertheless, the results showed promising indicators regarding the durability of mixes with 20% MIBA, with values very similar to those of reference concrete.
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spelling doaj.art-28d796783bd24bde9e29216dbad0478c2023-11-22T03:09:02ZengMDPI AGApplied Sciences2076-34172021-07-011114639610.3390/app11146396Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom AshJoel R. Simões0Pedro R. da Silva1Rui V. Silva2Instituto Superior de Engenharia de Lisboa, Instituto Politécnico de Lisboa, R. Conselheiro Emídio Navarro 1, 1959-007 Lisboa, PortugalInstituto Superior de Engenharia de Lisboa, Instituto Politécnico de Lisboa, R. Conselheiro Emídio Navarro 1, 1959-007 Lisboa, PortugalCERIS, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, 1049-001 Lisboa, PortugalWith the objective of establishing a viable alternative to the use of cement, the main objective of this study is to verify the possibility of using municipal solid waste incinerator bottom ash (MIBA) as a partial cement replacement, thereby reducing the environmental impact associated with the use of concrete as a building material. To this end, self-compacting concrete (SCC) binary mixes of cement and MIBA were evaluated in their fresh and hardened state (i.e., self-compactability, mechanical and durability related performance). Four SCC mixes were produced to cover a wide range of replacement levels of cement with MIBA, namely: 20%, 30%, 40% and 50%. A fifth SCC mix, without MIBA, was produced with 30% fly ash to carry out a comparative analysis with composites with well-established performance. The results showed that the use of bottom ash from municipal solid waste incinerators caused an overall decline in the performance of self-compacting concrete. Apart from the smaller number of reactive phases in the bottom ash when compared with fly ash, which led to a slower rate of strength development, the decline was also caused by the increased porosity from the oxidation of aluminium particles. Nevertheless, the results showed promising indicators regarding the durability of mixes with 20% MIBA, with values very similar to those of reference concrete.https://www.mdpi.com/2076-3417/11/14/6396self-compacting concretemunicipal solid wasteincinerationbottom ashfresh propertiesmechanical properties
spellingShingle Joel R. Simões
Pedro R. da Silva
Rui V. Silva
Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
Applied Sciences
self-compacting concrete
municipal solid waste
incineration
bottom ash
fresh properties
mechanical properties
title Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
title_full Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
title_fullStr Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
title_full_unstemmed Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
title_short Binary Mixes of Self-Compacting Concrete with Municipal Solid Waste Incinerator Bottom Ash
title_sort binary mixes of self compacting concrete with municipal solid waste incinerator bottom ash
topic self-compacting concrete
municipal solid waste
incineration
bottom ash
fresh properties
mechanical properties
url https://www.mdpi.com/2076-3417/11/14/6396
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