Moisture Susceptibility of Sustainable Warm Mix Asphalt
Sustainable pavements are pavements that meet the requirements of present generation without influencing the capability of the future generation to meet their needs. One of the problems of the warm mix asphalt is that it has low resistance to moisture damage; therefore, the aim of this research pape...
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/3109435 |
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doaj-23df4645f11247d2bbbdd251ad5956b42020-11-25T00:46:35ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/31094353109435Moisture Susceptibility of Sustainable Warm Mix AsphaltAmjad H. Albayati0Hasan M. Al-Mosawe1Abbas A. Allawi2Nazar Oukaili3Department of Civil Engineering, College of Engineering, University of Baghdad, 10070 Baghdad, IraqDepartment of Civil Engineering, College of Engineering, Al-Nahrain University, 10070 Baghdad, IraqDepartment of Civil Engineering, College of Engineering, University of Baghdad, 10070 Baghdad, IraqDepartment of Civil Engineering, College of Engineering, University of Baghdad, 10070 Baghdad, IraqSustainable pavements are pavements that meet the requirements of present generation without influencing the capability of the future generation to meet their needs. One of the problems of the warm mix asphalt is that it has low resistance to moisture damage; therefore, the aim of this research paper is to study the possibility of producing more durable warm mixes against the moisture damage with the use of recycled concrete aggregate (RCA) which has not been studied before. Six replacement rates (0, 20, 40, 60, 80, and 100%) for the coarse version aggregate (VA) with RCA were studied. The Marshall mix design method was used to determine the optimum asphalt cement content for each replacement rate. Thereafter, specimens with the optimum asphalt cement content were prepared and tested in the indirect tension test to evaluate their moisture susceptibility. The results revealed that the mixes with higher percentage of RCA possess higher optimum asphalt content. Moreover, an improvement of 13 and 28% in Marshall stability and tensile strength ratio (TSR), respectively, was obtained in case that the VA was entirely replaced by the RCA.http://dx.doi.org/10.1155/2018/3109435 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Amjad H. Albayati Hasan M. Al-Mosawe Abbas A. Allawi Nazar Oukaili |
spellingShingle |
Amjad H. Albayati Hasan M. Al-Mosawe Abbas A. Allawi Nazar Oukaili Moisture Susceptibility of Sustainable Warm Mix Asphalt Advances in Civil Engineering |
author_facet |
Amjad H. Albayati Hasan M. Al-Mosawe Abbas A. Allawi Nazar Oukaili |
author_sort |
Amjad H. Albayati |
title |
Moisture Susceptibility of Sustainable Warm Mix Asphalt |
title_short |
Moisture Susceptibility of Sustainable Warm Mix Asphalt |
title_full |
Moisture Susceptibility of Sustainable Warm Mix Asphalt |
title_fullStr |
Moisture Susceptibility of Sustainable Warm Mix Asphalt |
title_full_unstemmed |
Moisture Susceptibility of Sustainable Warm Mix Asphalt |
title_sort |
moisture susceptibility of sustainable warm mix asphalt |
publisher |
Hindawi Limited |
series |
Advances in Civil Engineering |
issn |
1687-8086 1687-8094 |
publishDate |
2018-01-01 |
description |
Sustainable pavements are pavements that meet the requirements of present generation without influencing the capability of the future generation to meet their needs. One of the problems of the warm mix asphalt is that it has low resistance to moisture damage; therefore, the aim of this research paper is to study the possibility of producing more durable warm mixes against the moisture damage with the use of recycled concrete aggregate (RCA) which has not been studied before. Six replacement rates (0, 20, 40, 60, 80, and 100%) for the coarse version aggregate (VA) with RCA were studied. The Marshall mix design method was used to determine the optimum asphalt cement content for each replacement rate. Thereafter, specimens with the optimum asphalt cement content were prepared and tested in the indirect tension test to evaluate their moisture susceptibility. The results revealed that the mixes with higher percentage of RCA possess higher optimum asphalt content. Moreover, an improvement of 13 and 28% in Marshall stability and tensile strength ratio (TSR), respectively, was obtained in case that the VA was entirely replaced by the RCA. |
url |
http://dx.doi.org/10.1155/2018/3109435 |
work_keys_str_mv |
AT amjadhalbayati moisturesusceptibilityofsustainablewarmmixasphalt AT hasanmalmosawe moisturesusceptibilityofsustainablewarmmixasphalt AT abbasaallawi moisturesusceptibilityofsustainablewarmmixasphalt AT nazaroukaili moisturesusceptibilityofsustainablewarmmixasphalt |
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1725264351076548608 |