Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia
In this research Concrete mix designs were prepared according to the DOE method and a total of 6 mixes with 72 samples prepared to consist of concrete grade C-25. The test samples were produced with the percentage of substitution for the fine aggregate by 1, 2, 3, 4, and 5% of PET plastic waste aggr...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Sriwijaya University, Graduate Program
2021-04-01
|
Series: | Sriwijaya Journal of Environment |
Subjects: | |
Online Access: | http://www.ojs.pps.unsri.ac.id/index.php/ppsunsri/article/view/263 |
_version_ | 1797964394862215168 |
---|---|
author | Temesgen Abeto Amibo Abreham Bekele Bayu Desalegn Abdissa Akuma |
author_facet | Temesgen Abeto Amibo Abreham Bekele Bayu Desalegn Abdissa Akuma |
author_sort | Temesgen Abeto Amibo |
collection | DOAJ |
description | In this research Concrete mix designs were prepared according to the DOE method and a total of 6 mixes with 72 samples prepared to consist of concrete grade C-25. The test samples were produced with the percentage of substitution for the fine aggregate by 1, 2, 3, 4, and 5% of PET plastic waste aggregate. Moreover, a control mix without replacement for the fine aggregate was used to have a relative analysis. The prepared samples consist of concrete cubes, cylinders, and beams. Furthermore, laboratory experiments were carried out for the prepared concrete test samples. The lists of experiments conducted were; material property, slump, unit weight, compressive strength, splitting tensile strength, and flexural strength tests. The test results were analyzed and compared with the respective conventional concrete characteristics and show that there was a slight increase in compressive strength of the concrete up to 3% replacement and reduction in compressive strength increases beyond 3% replacement due to the replacement of PET aggregates. Also like compressive strength there was an increase of tensile strength recorded with increasing PET bottle aggregate content up to 3% replacement. But more than 3% substitution of fine aggregate with PET bottle fiber results in a reduction in tensile strength, flexural strength. This test result shows that as it is possible to use PET bottles in concrete production as a partial substitution for fine aggregates not more than 3% replacement. |
first_indexed | 2024-04-11T01:44:28Z |
format | Article |
id | doaj.art-66b096edf556478a98e16ff12684aeb7 |
institution | Directory Open Access Journal |
issn | 2527-4961 2527-3809 |
language | English |
last_indexed | 2024-04-11T01:44:28Z |
publishDate | 2021-04-01 |
publisher | Sriwijaya University, Graduate Program |
record_format | Article |
series | Sriwijaya Journal of Environment |
spelling | doaj.art-66b096edf556478a98e16ff12684aeb72023-01-03T08:03:00ZengSriwijaya University, Graduate ProgramSriwijaya Journal of Environment2527-49612527-38092021-04-01612035115Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West EthiopiaTemesgen Abeto Amibo0Abreham Bekele Bayu1Desalegn Abdissa Akuma2Jimma University, Institute of Technology, School of Chemical EngineeringJimma University, Institute of Technology, School of Chemical EngineeringJimma University, Institute of Technology, School of Chemical EngineeringIn this research Concrete mix designs were prepared according to the DOE method and a total of 6 mixes with 72 samples prepared to consist of concrete grade C-25. The test samples were produced with the percentage of substitution for the fine aggregate by 1, 2, 3, 4, and 5% of PET plastic waste aggregate. Moreover, a control mix without replacement for the fine aggregate was used to have a relative analysis. The prepared samples consist of concrete cubes, cylinders, and beams. Furthermore, laboratory experiments were carried out for the prepared concrete test samples. The lists of experiments conducted were; material property, slump, unit weight, compressive strength, splitting tensile strength, and flexural strength tests. The test results were analyzed and compared with the respective conventional concrete characteristics and show that there was a slight increase in compressive strength of the concrete up to 3% replacement and reduction in compressive strength increases beyond 3% replacement due to the replacement of PET aggregates. Also like compressive strength there was an increase of tensile strength recorded with increasing PET bottle aggregate content up to 3% replacement. But more than 3% substitution of fine aggregate with PET bottle fiber results in a reduction in tensile strength, flexural strength. This test result shows that as it is possible to use PET bottles in concrete production as a partial substitution for fine aggregates not more than 3% replacement.http://www.ojs.pps.unsri.ac.id/index.php/ppsunsri/article/view/263pet plastic waste, concrete, environmental management, fine aggregate replacement, feasibility. |
spellingShingle | Temesgen Abeto Amibo Abreham Bekele Bayu Desalegn Abdissa Akuma Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia Sriwijaya Journal of Environment pet plastic waste, concrete, environmental management, fine aggregate replacement, feasibility. |
title | Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia |
title_full | Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia |
title_fullStr | Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia |
title_full_unstemmed | Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia |
title_short | Polyethylene Terephthalate Wastes as a Partial Replacement for Fine Aggregates in Concrete Mix, Case of Jimma Town, South West Ethiopia |
title_sort | polyethylene terephthalate wastes as a partial replacement for fine aggregates in concrete mix case of jimma town south west ethiopia |
topic | pet plastic waste, concrete, environmental management, fine aggregate replacement, feasibility. |
url | http://www.ojs.pps.unsri.ac.id/index.php/ppsunsri/article/view/263 |
work_keys_str_mv | AT temesgenabetoamibo polyethyleneterephthalatewastesasapartialreplacementforfineaggregatesinconcretemixcaseofjimmatownsouthwestethiopia AT abrehambekelebayu polyethyleneterephthalatewastesasapartialreplacementforfineaggregatesinconcretemixcaseofjimmatownsouthwestethiopia AT desalegnabdissaakuma polyethyleneterephthalatewastesasapartialreplacementforfineaggregatesinconcretemixcaseofjimmatownsouthwestethiopia |