Recycling of Polyethylene into Strong and Tough Earth-Based Composite Building MaterialsSource: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002Author:Salifu T. Azeko
,
Kabiru Mustapha
,
Ebenezer Annan
,
Olushola S. Odusanya
,
Winston O. Soboyejo
DOI: 10.1061/(ASCE)MT.1943-5533.0001385Publisher: American Society of Civil Engineers
Abstract: Polyethylene (PE) waste often piles up in the environment for up to 30 to 50 years, without complete degradation. This paper describes how PE waste can be used as a reinforcement in laterite bricks for sustainable building materials. The bricks are produced with different volume percentages (0–30 vol. %) of PE. The flexural/compressive strengths and fracture toughness values of the composite blocks are compared with those of mortar (produced from river sand and cement). The composite containing 20 vol. % of PE is shown to have the best combination of flexural/compressive strength and fracture toughness. The flexural/compressive strengths and fracture toughness values increase with increasing volume percentage of PE up to 20 vol. %, before decreasing to minimum values for composites with 30 vol. % of PE. The trends in the measured strengths and fracture toughness values are explained using composite and crack bridging models.
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| contributor author | Salifu T. Azeko | |
| contributor author | Kabiru Mustapha | |
| contributor author | Ebenezer Annan | |
| contributor author | Olushola S. Odusanya | |
| contributor author | Winston O. Soboyejo | |
| date accessioned | 2017-05-08T22:25:05Z | |
| date available | 2017-05-08T22:25:05Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 44326432.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80267 | |
| description abstract | Polyethylene (PE) waste often piles up in the environment for up to 30 to 50 years, without complete degradation. This paper describes how PE waste can be used as a reinforcement in laterite bricks for sustainable building materials. The bricks are produced with different volume percentages (0–30 vol. %) of PE. The flexural/compressive strengths and fracture toughness values of the composite blocks are compared with those of mortar (produced from river sand and cement). The composite containing 20 vol. % of PE is shown to have the best combination of flexural/compressive strength and fracture toughness. The flexural/compressive strengths and fracture toughness values increase with increasing volume percentage of PE up to 20 vol. %, before decreasing to minimum values for composites with 30 vol. % of PE. The trends in the measured strengths and fracture toughness values are explained using composite and crack bridging models. | |
| publisher | American Society of Civil Engineers | |
| title | Recycling of Polyethylene into Strong and Tough Earth-Based Composite Building Materials | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0001385 | |
| tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002 | |
| contenttype | Fulltext |