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Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications

Virgin quarried materials are becoming increasingly scarce in our environment, and these materials are no longer a viable or economical solution for the construction industry. The construction industry is constantly seeking new markets for recycled waste in civil engineering applications. This resea...

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Autores principales: Maghool, Farshid, Senanayake, Muditha, Arulrajah, Arul, Horpibulsuk, Suksun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7915725/
https://www.ncbi.nlm.nih.gov/pubmed/33567565
http://dx.doi.org/10.3390/ma14040798
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author Maghool, Farshid
Senanayake, Muditha
Arulrajah, Arul
Horpibulsuk, Suksun
author_facet Maghool, Farshid
Senanayake, Muditha
Arulrajah, Arul
Horpibulsuk, Suksun
author_sort Maghool, Farshid
collection PubMed
description Virgin quarried materials are becoming increasingly scarce in our environment, and these materials are no longer a viable or economical solution for the construction industry. The construction industry is constantly seeking new markets for recycled waste in civil engineering applications. This research’s primary focus is the optimization of the usage of recycled materials such as recycled glass (RG), crushed brick (CB), and crushed concrete (CC), in pavement base/sub-base applications. Various percentages of RG, up to 40%, were blended with two types of CC in this research. The CC and CB, which were used as triple blends in this research, were utilized for the upper (100% CC) and lower sub-bases (up to 50% CB). This study sought to establish the maximum amount of RG that could be incorporated in the triple blends with CB and CC whilst maintaining an acceptable performance. Thus, a comprehensive series of fundamental and advanced geotechnical laboratory tests, including repeated load triaxial (RLT) and wheel-tracker (WT) tests, were performed to assess the engineering properties and permanent deformation characteristics of these triple blends. The particle-size distribution curve and California Bearing Ratio (CBR) values of all the blends met the minimum requirements. Results of RLT tests confirmed that all the nominated blends were found to provide the resilient modulus value required to be used as pavement materials. The WT results on the triple blend with 15% RG showed that the specimen performed exceptionally well during the test and comfortably met the requirements to be used in pavement applications. Based on the engineering properties and permanent deformation results, up to 15% RG can be suggested for incorporation as an accompanying material in unbound roadwork applications. Subject to the outcomes of future field testing, there might be potential to increase the percentage of RG added in the blends up to 30%.
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spelling pubmed-79157252021-03-01 Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications Maghool, Farshid Senanayake, Muditha Arulrajah, Arul Horpibulsuk, Suksun Materials (Basel) Article Virgin quarried materials are becoming increasingly scarce in our environment, and these materials are no longer a viable or economical solution for the construction industry. The construction industry is constantly seeking new markets for recycled waste in civil engineering applications. This research’s primary focus is the optimization of the usage of recycled materials such as recycled glass (RG), crushed brick (CB), and crushed concrete (CC), in pavement base/sub-base applications. Various percentages of RG, up to 40%, were blended with two types of CC in this research. The CC and CB, which were used as triple blends in this research, were utilized for the upper (100% CC) and lower sub-bases (up to 50% CB). This study sought to establish the maximum amount of RG that could be incorporated in the triple blends with CB and CC whilst maintaining an acceptable performance. Thus, a comprehensive series of fundamental and advanced geotechnical laboratory tests, including repeated load triaxial (RLT) and wheel-tracker (WT) tests, were performed to assess the engineering properties and permanent deformation characteristics of these triple blends. The particle-size distribution curve and California Bearing Ratio (CBR) values of all the blends met the minimum requirements. Results of RLT tests confirmed that all the nominated blends were found to provide the resilient modulus value required to be used as pavement materials. The WT results on the triple blend with 15% RG showed that the specimen performed exceptionally well during the test and comfortably met the requirements to be used in pavement applications. Based on the engineering properties and permanent deformation results, up to 15% RG can be suggested for incorporation as an accompanying material in unbound roadwork applications. Subject to the outcomes of future field testing, there might be potential to increase the percentage of RG added in the blends up to 30%. MDPI 2021-02-08 /pmc/articles/PMC7915725/ /pubmed/33567565 http://dx.doi.org/10.3390/ma14040798 Text en © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Maghool, Farshid
Senanayake, Muditha
Arulrajah, Arul
Horpibulsuk, Suksun
Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title_full Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title_fullStr Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title_full_unstemmed Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title_short Permanent Deformation and Rutting Resistance of Demolition Waste Triple Blends in Unbound Pavement Applications
title_sort permanent deformation and rutting resistance of demolition waste triple blends in unbound pavement applications
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7915725/
https://www.ncbi.nlm.nih.gov/pubmed/33567565
http://dx.doi.org/10.3390/ma14040798
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