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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Main Authors: Amjad H. Albayati, Hasan M. Al-Mosawe, Abbas A. Allawi, Nazar Oukaili
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/3109435
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spelling 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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