Sustainable use of coarse bauxite residue for alternative roadway construction materials

About 25 million tonnes of bauxite residue from alumina refining are generated in Australia each year. Managing this residue is costly, and the reuse of coarse bauxite residues is becoming an increasingly attractive and sustainable solution to the problem. Using coarse bauxite residue in road constr...

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Main Authors: Jitsangiam, Peerapong, Nikraz, Hamid
Format: Journal Article
Published: Engineers Media Pty Ltd 2013
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/4122
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author Jitsangiam, Peerapong
Nikraz, Hamid
author_facet Jitsangiam, Peerapong
Nikraz, Hamid
author_sort Jitsangiam, Peerapong
building Curtin Institutional Repository
collection Online Access
description About 25 million tonnes of bauxite residue from alumina refining are generated in Australia each year. Managing this residue is costly, and the reuse of coarse bauxite residues is becoming an increasingly attractive and sustainable solution to the problem. Using coarse bauxite residue in road construction has the potential for large volume reuse. This study investigated whether coarse bauxite residue is a viable road base material in Western Australia. A pozzolanic stabilised mixture was created to improve the properties of the residue, to satisfy the minimum requirements for road base. Laboratory tests for resilient modulus and permanent deformation were then performed. Comparisons were made between the stabilised residue and conventional road base material used in Western Australia. The performance of the stabilised residue was superior to that of the conventional material, and can provide improved performance when used as road base material in Western Australia.
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institution Curtin University Malaysia
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publishDate 2013
publisher Engineers Media Pty Ltd
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spelling curtin-20.500.11937-41222017-09-13T14:31:37Z Sustainable use of coarse bauxite residue for alternative roadway construction materials Jitsangiam, Peerapong Nikraz, Hamid Bauxite residues Pozzolanic-stabilised mixture Permanent deformation Flyash Resilient modulus Road base About 25 million tonnes of bauxite residue from alumina refining are generated in Australia each year. Managing this residue is costly, and the reuse of coarse bauxite residues is becoming an increasingly attractive and sustainable solution to the problem. Using coarse bauxite residue in road construction has the potential for large volume reuse. This study investigated whether coarse bauxite residue is a viable road base material in Western Australia. A pozzolanic stabilised mixture was created to improve the properties of the residue, to satisfy the minimum requirements for road base. Laboratory tests for resilient modulus and permanent deformation were then performed. Comparisons were made between the stabilised residue and conventional road base material used in Western Australia. The performance of the stabilised residue was superior to that of the conventional material, and can provide improved performance when used as road base material in Western Australia. 2013 Journal Article http://hdl.handle.net/20.500.11937/4122 10.7158/C11-711.2013.11.1 Engineers Media Pty Ltd restricted
spellingShingle Bauxite residues
Pozzolanic-stabilised mixture
Permanent deformation
Flyash
Resilient modulus
Road base
Jitsangiam, Peerapong
Nikraz, Hamid
Sustainable use of coarse bauxite residue for alternative roadway construction materials
title Sustainable use of coarse bauxite residue for alternative roadway construction materials
title_full Sustainable use of coarse bauxite residue for alternative roadway construction materials
title_fullStr Sustainable use of coarse bauxite residue for alternative roadway construction materials
title_full_unstemmed Sustainable use of coarse bauxite residue for alternative roadway construction materials
title_short Sustainable use of coarse bauxite residue for alternative roadway construction materials
title_sort sustainable use of coarse bauxite residue for alternative roadway construction materials
topic Bauxite residues
Pozzolanic-stabilised mixture
Permanent deformation
Flyash
Resilient modulus
Road base
url http://hdl.handle.net/20.500.11937/4122