2015
DOI: 10.1016/j.conbuildmat.2015.10.071
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Evaluation of incorporating oil shale filler aggregate into hot mix asphalt using Superpave mix design

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Cited by 24 publications
(8 citation statements)
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“…Sample aging lies in the acceleration of aging in a forced air oven during different time periods. Circulation of warm air in the interior of the oven ensures that aging is produced uniformly over the sample contact surface, guaranteeing gradual and homogenous aging [5]; [7]; [8] ; [13]. The aging conditions consist in maintaining the samples at a const ant temperature of 163 °C during 0, 5, 20, 40 and 72 h respectively to obtain different degrees of aging.…”
Section: 51sample Agingmentioning
confidence: 99%
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“…Sample aging lies in the acceleration of aging in a forced air oven during different time periods. Circulation of warm air in the interior of the oven ensures that aging is produced uniformly over the sample contact surface, guaranteeing gradual and homogenous aging [5]; [7]; [8] ; [13]. The aging conditions consist in maintaining the samples at a const ant temperature of 163 °C during 0, 5, 20, 40 and 72 h respectively to obtain different degrees of aging.…”
Section: 51sample Agingmentioning
confidence: 99%
“…The mechanisms that intervene in the aging process are associated to chemical, physical, mechanical and rheological changes to the mixture and in particular their organic component (bitumen). The aging process starts during fabrication at the factory and continues during its transfer and construction of roads, extending throughout its service life [5,8,9]. Aging that appears during road construction is known as ''short term aging" and it is more aggressive according to the aging curve by Read & Whiteoak (2003) [10].…”
Section: Introductionmentioning
confidence: 99%
“…Several research reports dealing with the investigation of potential waste materials able to act as traditional filler materials have been presented in the literature, including fly ash and slag [24], recycled concrete powder [25], cement kiln dust [26], waste glass [27], brick powder [28], rice husk ash [29], coal waste powder [30], oil shale [31], waste bleaching clay [32], paper industry wastes [33], recycled waste lime [34], phosphate waste filler [35], municipal solid waste incineration ash [36][37][38], baghouse fines [39], oil shale fly ash [40], waste ceramic materials [41], waste marble materials [42][43][44][45], and waste tires [46,47]. It has also been reported that the properties of bituminous mastic are closely related to the type and percentage of fillers in the asphalt mix [48].…”
Section: Introductionmentioning
confidence: 99%
“…Wahhab et al [16] blended OSA at a ratio of 2% with asphalt binder and applied in asphalt concrete mixes, which indicated that modified asphalt binder with OSA significantly improved the performances of the asphalt pavement such as split tensile strength, fatigue life, and resistance to rutting [16]. Azzam et al [17] studied hot mix asphalt mixtures containing OSA and classical limestone filler based on the Superpave design method. They measured rheological and pavement properties, and observed that hot-mix asphalt incorporating OSA possessed more excellent properties compared to hot-mix asphalt containing ordinary limestone filler [17].…”
Section: Introductionmentioning
confidence: 99%
“…Azzam et al [17] studied hot mix asphalt mixtures containing OSA and classical limestone filler based on the Superpave design method. They measured rheological and pavement properties, and observed that hot-mix asphalt incorporating OSA possessed more excellent properties compared to hot-mix asphalt containing ordinary limestone filler [17]. Besides, they investigated hot-mix asphalt pavement with limestone replaced by oil shale filler and made asphalt mixtures at different percentages of oil shale to limestone filler for comparison.…”
Section: Introductionmentioning
confidence: 99%