Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite
In this study, crumb rubber and diatomite were used to modify asphalt binder. Wet process was adopted as a preparation method, and the corresponding preparation process was determined firstly. The effects of six preparation parameters (crumb rubber concentration, diatomite concentration, shear time,...
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Format: | Article |
Language: | English |
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Wiley
2018-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/3063620 |
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author | Hanbing Liu Mengsu Zhang Yubo Jiao Liuxu Fu |
author_facet | Hanbing Liu Mengsu Zhang Yubo Jiao Liuxu Fu |
author_sort | Hanbing Liu |
collection | DOAJ |
description | In this study, crumb rubber and diatomite were used to modify asphalt binder. Wet process was adopted as a preparation method, and the corresponding preparation process was determined firstly. The effects of six preparation parameters (crumb rubber concentration, diatomite concentration, shear time, shear speed, shear temperature, and storing time) on properties of modified asphalt binder (penetration at 25°C, softening point, ductility, viscosity at 135°C, elastic recovery, and penetration index) were investigated, and multiresponse optimization was conducted using the response surface method. The results revealed that softening points, viscosity, elastic recovery, and penetration index increase, while penetration and ductility decrease with the increase of crumb rubber concentration. Softening points, viscosity, and penetration index increase, while penetration and ductility decrease with the increase of diatomite concentration, which presents little influence on elastic recovery of binder. Shear temperature presented significant effects on penetration, softening point, viscosity, and ductility. Shear speed, shear time, and storing time have similar effects on binder properties because of their similar mechanism of action. Based on the model obtained from the response surface method, optimized preparation parameters corresponding to specific criteria can be determined, which possess favorable accuracy compared with experimental results. |
format | Article |
id | doaj-art-3c3c587a761848cfaf5dc52ef7411b6d |
institution | Kabale University |
issn | 1687-8434 1687-8442 |
language | English |
publishDate | 2018-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Materials Science and Engineering |
spelling | doaj-art-3c3c587a761848cfaf5dc52ef7411b6d2025-02-03T01:30:18ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/30636203063620Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and DiatomiteHanbing Liu0Mengsu Zhang1Yubo Jiao2Liuxu Fu3College of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaIn this study, crumb rubber and diatomite were used to modify asphalt binder. Wet process was adopted as a preparation method, and the corresponding preparation process was determined firstly. The effects of six preparation parameters (crumb rubber concentration, diatomite concentration, shear time, shear speed, shear temperature, and storing time) on properties of modified asphalt binder (penetration at 25°C, softening point, ductility, viscosity at 135°C, elastic recovery, and penetration index) were investigated, and multiresponse optimization was conducted using the response surface method. The results revealed that softening points, viscosity, elastic recovery, and penetration index increase, while penetration and ductility decrease with the increase of crumb rubber concentration. Softening points, viscosity, and penetration index increase, while penetration and ductility decrease with the increase of diatomite concentration, which presents little influence on elastic recovery of binder. Shear temperature presented significant effects on penetration, softening point, viscosity, and ductility. Shear speed, shear time, and storing time have similar effects on binder properties because of their similar mechanism of action. Based on the model obtained from the response surface method, optimized preparation parameters corresponding to specific criteria can be determined, which possess favorable accuracy compared with experimental results.http://dx.doi.org/10.1155/2018/3063620 |
spellingShingle | Hanbing Liu Mengsu Zhang Yubo Jiao Liuxu Fu Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite Advances in Materials Science and Engineering |
title | Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite |
title_full | Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite |
title_fullStr | Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite |
title_full_unstemmed | Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite |
title_short | Preparation Parameter Analysis and Optimization of Sustainable Asphalt Binder Modified by Waste Rubber and Diatomite |
title_sort | preparation parameter analysis and optimization of sustainable asphalt binder modified by waste rubber and diatomite |
url | http://dx.doi.org/10.1155/2018/3063620 |
work_keys_str_mv | AT hanbingliu preparationparameteranalysisandoptimizationofsustainableasphaltbindermodifiedbywasterubberanddiatomite AT mengsuzhang preparationparameteranalysisandoptimizationofsustainableasphaltbindermodifiedbywasterubberanddiatomite AT yubojiao preparationparameteranalysisandoptimizationofsustainableasphaltbindermodifiedbywasterubberanddiatomite AT liuxufu preparationparameteranalysisandoptimizationofsustainableasphaltbindermodifiedbywasterubberanddiatomite |