Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction

The utilization of industrial waste products to produce asphalt concrete for road construction was investigated. Aggregates were partially replaced with aluminum slag (AS) and crushed ceramic tiles (CCT) at 10%, 20%, 30%, 40%, and 50% by weight. Physical tests were performed on the aggregates, while...

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Main Author: Olugbenga Oyedepo J.
Format: Article
Language:English
Published: Sciendo 2019-12-01
Series:Slovak Journal of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/sjce.2019.27.issue-4/sjce-2019-0026/sjce-2019-0026.xml?format=INT
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spelling doaj-dbc78eea782f4556bc26a24d48d06ba32020-11-25T02:18:38ZengSciendoSlovak Journal of Civil Engineering1338-39732019-12-01274111710.2478/sjce-2019-0026sjce-2019-0026Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road ConstructionOlugbenga Oyedepo J.0Civil Engineering Department, Federal University of Technology, Akure, NigeriaThe utilization of industrial waste products to produce asphalt concrete for road construction was investigated. Aggregates were partially replaced with aluminum slag (AS) and crushed ceramic tiles (CCT) at 10%, 20%, 30%, 40%, and 50% by weight. Physical tests were performed on the aggregates, while a flash and fire point test as well as penetration tests were carried out on the bitumen. Similarly, Marshall stability tests were conducted on cylindrical specimens of the asphalt concrete. The average values of 18.88 and 30.69 obtained for the aggregate impact value (AIV) and aggregate crushing value (ACV) were satisfactory for road surfacing when compared with the specification. Marshall stability values of 10.84 KN, 4.27 KN, and 3.21 KN respectively were obtained with 30%, 20%, and 50% partial replacements with AS. The percentages were suitable for heavy, medium and light traffic when compared with the Marshall design criteria provided by the Asphalt Institute. The use of aluminum slag and crushed ceramic tile could reduce the large volume of industrial waste and the cost of pavement construction and maintenance.http://www.degruyter.com/view/j/sjce.2019.27.issue-4/sjce-2019-0026/sjce-2019-0026.xml?format=INTnon-biodegradablewasteasphalt concretemarshall stabilitypavement constructionmaintenance
collection DOAJ
language English
format Article
sources DOAJ
author Olugbenga Oyedepo J.
spellingShingle Olugbenga Oyedepo J.
Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
Slovak Journal of Civil Engineering
non-biodegradablewaste
asphalt concrete
marshall stability
pavement construction
maintenance
author_facet Olugbenga Oyedepo J.
author_sort Olugbenga Oyedepo J.
title Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
title_short Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
title_full Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
title_fullStr Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
title_full_unstemmed Utilization of Industrial Waste Products in the Production of Asphalt Concrete for Road Construction
title_sort utilization of industrial waste products in the production of asphalt concrete for road construction
publisher Sciendo
series Slovak Journal of Civil Engineering
issn 1338-3973
publishDate 2019-12-01
description The utilization of industrial waste products to produce asphalt concrete for road construction was investigated. Aggregates were partially replaced with aluminum slag (AS) and crushed ceramic tiles (CCT) at 10%, 20%, 30%, 40%, and 50% by weight. Physical tests were performed on the aggregates, while a flash and fire point test as well as penetration tests were carried out on the bitumen. Similarly, Marshall stability tests were conducted on cylindrical specimens of the asphalt concrete. The average values of 18.88 and 30.69 obtained for the aggregate impact value (AIV) and aggregate crushing value (ACV) were satisfactory for road surfacing when compared with the specification. Marshall stability values of 10.84 KN, 4.27 KN, and 3.21 KN respectively were obtained with 30%, 20%, and 50% partial replacements with AS. The percentages were suitable for heavy, medium and light traffic when compared with the Marshall design criteria provided by the Asphalt Institute. The use of aluminum slag and crushed ceramic tile could reduce the large volume of industrial waste and the cost of pavement construction and maintenance.
topic non-biodegradablewaste
asphalt concrete
marshall stability
pavement construction
maintenance
url http://www.degruyter.com/view/j/sjce.2019.27.issue-4/sjce-2019-0026/sjce-2019-0026.xml?format=INT
work_keys_str_mv AT olugbengaoyedepoj utilizationofindustrialwasteproductsintheproductionofasphaltconcreteforroadconstruction
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