Performance of sasobit modified asphalt binder in warm-mix asphalt technology

Road maintenance is widely recognized, but not adequately maintained due to economic crisis of countries. Besides, increasing emission of greenhouse gases is an environmental issue, and it is a great concern to curb this problem from further harm to the environment and living things have captured at...

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Main Author: Feizabadi, Shahab Moeini
Format: Thesis
Language:English
Published: 2014
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Online Access:http://eprints.utm.my/id/eprint/48573/1/ShahabMoeiniFeizabadiMFKA2014.pdf
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spelling my-utm-ep.485732020-02-04T04:04:35Z Performance of sasobit modified asphalt binder in warm-mix asphalt technology 2014 Feizabadi, Shahab Moeini TA Engineering (General). Civil engineering (General) Road maintenance is widely recognized, but not adequately maintained due to economic crisis of countries. Besides, increasing emission of greenhouse gases is an environmental issue, and it is a great concern to curb this problem from further harm to the environment and living things have captured attention of many parties, including pavement industries. Warm-mix asphalt (WMA) technologies could address the deterioration issues, reduce escalated energy costs, decrease global warming, reduce air pollution and increase environmental awareness. These matters have brought attention to the potential benefits of WMA in the developing countries. WMA technologies allow significant lowering of the production and paving temperature compared to conventional HMA (Hot-Mix Asphalt). In HMA production, the quarry mixing temperature is equivalent of asphalt’s viscosity of 170cP (0.17Pa.s), and gets sufficient fluidity to coat all the aggregates properly, whereas paving temperature is equivalent of a viscosity of 280cP (0.28Pa.s). Sasobit is an organic additive of warm mix asphalt technology, which used in this study as an asphalt binder modifier. The rates of sasobit were from 0.4% to 3.2% with interval 0.4 by mass of the asphalt binder. Two types of penetration asphalt binder (800-100 and 60-70) were used. The tests which conducted were penetration test, Rotational Viscosity (RV) test and Dynamic Shear Rheometer (DSR) test. In addition, The Rolling Thin Film Oven (RTFO) and the Pressure Aging Vessel (PAV) simulate the asphalt binder’s short-term aging and long-term aging respectively. Moreover, complex shear modulus (G*) was determined for finding the rutting factor (G/Sind) and fatigue factor (G*.Sind) for both asphalt binders. This study illustrates the optimum rate of sasobit is between 2.8 and 3.2% by weight of the asphalt binder. 2014 Thesis http://eprints.utm.my/id/eprint/48573/ http://eprints.utm.my/id/eprint/48573/1/ShahabMoeiniFeizabadiMFKA2014.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:85229?queryType=vitalDismax&query=Performance+of+sasobit+modified+asphalt+binder+in+warm-mix+asphalt+technology&public=true masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Feizabadi, Shahab Moeini
Performance of sasobit modified asphalt binder in warm-mix asphalt technology
description Road maintenance is widely recognized, but not adequately maintained due to economic crisis of countries. Besides, increasing emission of greenhouse gases is an environmental issue, and it is a great concern to curb this problem from further harm to the environment and living things have captured attention of many parties, including pavement industries. Warm-mix asphalt (WMA) technologies could address the deterioration issues, reduce escalated energy costs, decrease global warming, reduce air pollution and increase environmental awareness. These matters have brought attention to the potential benefits of WMA in the developing countries. WMA technologies allow significant lowering of the production and paving temperature compared to conventional HMA (Hot-Mix Asphalt). In HMA production, the quarry mixing temperature is equivalent of asphalt’s viscosity of 170cP (0.17Pa.s), and gets sufficient fluidity to coat all the aggregates properly, whereas paving temperature is equivalent of a viscosity of 280cP (0.28Pa.s). Sasobit is an organic additive of warm mix asphalt technology, which used in this study as an asphalt binder modifier. The rates of sasobit were from 0.4% to 3.2% with interval 0.4 by mass of the asphalt binder. Two types of penetration asphalt binder (800-100 and 60-70) were used. The tests which conducted were penetration test, Rotational Viscosity (RV) test and Dynamic Shear Rheometer (DSR) test. In addition, The Rolling Thin Film Oven (RTFO) and the Pressure Aging Vessel (PAV) simulate the asphalt binder’s short-term aging and long-term aging respectively. Moreover, complex shear modulus (G*) was determined for finding the rutting factor (G/Sind) and fatigue factor (G*.Sind) for both asphalt binders. This study illustrates the optimum rate of sasobit is between 2.8 and 3.2% by weight of the asphalt binder.
format Thesis
qualification_level Master's degree
author Feizabadi, Shahab Moeini
author_facet Feizabadi, Shahab Moeini
author_sort Feizabadi, Shahab Moeini
title Performance of sasobit modified asphalt binder in warm-mix asphalt technology
title_short Performance of sasobit modified asphalt binder in warm-mix asphalt technology
title_full Performance of sasobit modified asphalt binder in warm-mix asphalt technology
title_fullStr Performance of sasobit modified asphalt binder in warm-mix asphalt technology
title_full_unstemmed Performance of sasobit modified asphalt binder in warm-mix asphalt technology
title_sort performance of sasobit modified asphalt binder in warm-mix asphalt technology
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2014
url http://eprints.utm.my/id/eprint/48573/1/ShahabMoeiniFeizabadiMFKA2014.pdf
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