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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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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1724880845058080768 |