Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion

Stabilization of pavement base material using asphalt emulsion has been widely used to improve pavement performance. This technology produces a high-quality base course material with decreased energy consumption, carbon footprint, and raw material usage. Cement has been used as a common additive to...

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Main Authors: Farshad Kamran, Leila Hashemian
Format: Article
Language:English
Published: Elsevier 2023-12-01
Series:Cleaner Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2772397623000412
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author Farshad Kamran
Leila Hashemian
author_facet Farshad Kamran
Leila Hashemian
author_sort Farshad Kamran
collection DOAJ
description Stabilization of pavement base material using asphalt emulsion has been widely used to improve pavement performance. This technology produces a high-quality base course material with decreased energy consumption, carbon footprint, and raw material usage. Cement has been used as a common additive to improve these mixes strength and moisture resistance. However, some drawbacks are also associated with cement, such as negative environmental impacts, high costs, and low-temperature deficiencies. Asphaltenes is a by-product of oil-sand bitumen with little commercial value in current practice. To investigate the impact of asphaltenes on improving the rheological properties of asphalt binder, a series of binder characteristics tests using a dynamic shear rheometer, breaking time and microscopic evaluation is conducted on modified asphalt emulsion with asphaltenes. Asphaltenes is then added to asphalt emulsion-stabilized granular material, to be compared with mixtures prepared with cement. Two asphaltenes and cement-modified mixes are prepared and compared to unmodified mixtures. All mixes are tested for permanent deformation and moisture sensitivity using a Hamburg wheel tracker and flow number test, while the low-temperature properties are evaluated using indirect tensile strength tests. Dynamic modulus is also evaluated to analyze the viscoelastic behavior of the mixes. The results of this study reveal a considerable increase in the rutting resistance of asphalt mixes by adding 1% of both additives (by total weight of mix), and asphaltenes-modification shows less adverse impacts at intermediate and low temperatures than cement-modification.
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spelling doaj.art-d1a8f312aded43d5bc9806d2cd1c6fc22023-12-16T06:11:10ZengElsevierCleaner Materials2772-39762023-12-0110100208Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsionFarshad Kamran0Leila Hashemian1Department of Civil & Environmental Engineering, University of Alberta, Edmonton, CanadaDepartment of Civil & Environmental Engineering, University of Alberta, Edmonton, Canada; Corresponding author at: 255, Donadeo Innovation Centre for Engineering, 9211 116th Street NW, University of Alberta, Edmonton, AB T6G 1H9, CanadaStabilization of pavement base material using asphalt emulsion has been widely used to improve pavement performance. This technology produces a high-quality base course material with decreased energy consumption, carbon footprint, and raw material usage. Cement has been used as a common additive to improve these mixes strength and moisture resistance. However, some drawbacks are also associated with cement, such as negative environmental impacts, high costs, and low-temperature deficiencies. Asphaltenes is a by-product of oil-sand bitumen with little commercial value in current practice. To investigate the impact of asphaltenes on improving the rheological properties of asphalt binder, a series of binder characteristics tests using a dynamic shear rheometer, breaking time and microscopic evaluation is conducted on modified asphalt emulsion with asphaltenes. Asphaltenes is then added to asphalt emulsion-stabilized granular material, to be compared with mixtures prepared with cement. Two asphaltenes and cement-modified mixes are prepared and compared to unmodified mixtures. All mixes are tested for permanent deformation and moisture sensitivity using a Hamburg wheel tracker and flow number test, while the low-temperature properties are evaluated using indirect tensile strength tests. Dynamic modulus is also evaluated to analyze the viscoelastic behavior of the mixes. The results of this study reveal a considerable increase in the rutting resistance of asphalt mixes by adding 1% of both additives (by total weight of mix), and asphaltenes-modification shows less adverse impacts at intermediate and low temperatures than cement-modification.http://www.sciencedirect.com/science/article/pii/S2772397623000412Asphalt emulsionCementStabilizationHamburg wheel trackingAsphaltenesLow-temperature, dynamic modulus
spellingShingle Farshad Kamran
Leila Hashemian
Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
Cleaner Materials
Asphalt emulsion
Cement
Stabilization
Hamburg wheel tracking
Asphaltenes
Low-temperature, dynamic modulus
title Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
title_full Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
title_fullStr Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
title_full_unstemmed Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
title_short Evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
title_sort evaluation of asphaltenes a potential alternative for cement in stabilized base courses using asphalt emulsion
topic Asphalt emulsion
Cement
Stabilization
Hamburg wheel tracking
Asphaltenes
Low-temperature, dynamic modulus
url http://www.sciencedirect.com/science/article/pii/S2772397623000412
work_keys_str_mv AT farshadkamran evaluationofasphaltenesapotentialalternativeforcementinstabilizedbasecoursesusingasphaltemulsion
AT leilahashemian evaluationofasphaltenesapotentialalternativeforcementinstabilizedbasecoursesusingasphaltemulsion