2018
DOI: 10.1016/j.conbuildmat.2018.03.102
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Usage of two biomass ashes as filler in hot mix asphalt

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Cited by 80 publications
(29 citation statements)
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“…Therefore, the fastening between the aggregates decreased and causes lower Marshall stability of asphalt mixtures. The above results are consistent with the results obtained by other investigations described in [ 31 , 32 , 33 , 35 ]. In addition, the stiffness and adhesion strength of mastic is an important factor in resistance against low temperature cracking due to bitumen oxidation, fatigue cracking, and the appearance of lower resistance on rutting.…”
Section: Resultssupporting
confidence: 94%
See 2 more Smart Citations
“…Therefore, the fastening between the aggregates decreased and causes lower Marshall stability of asphalt mixtures. The above results are consistent with the results obtained by other investigations described in [ 31 , 32 , 33 , 35 ]. In addition, the stiffness and adhesion strength of mastic is an important factor in resistance against low temperature cracking due to bitumen oxidation, fatigue cracking, and the appearance of lower resistance on rutting.…”
Section: Resultssupporting
confidence: 94%
“…Testing the possible application of two types of BA, from rice husks and date seeds, as the filler in hot asphalt mixtures was conducted by Tahami et al [ 33 ]. The content of each type of BA in asphalt mixtures was 0% (the control mixture with the standard filler), 25%, 50%, 75%, and 100%.…”
Section: State Of the Artmentioning
confidence: 99%
See 1 more Smart Citation
“…Overall, the Marshall stability, stiffness, and rutting performance of asphalt mixtures were enhanced under the application of RHA and DSA. Furthermore, compared with the control mixture, HMA incorporated with RHA and DSA exhibited a particularly improved fatigue resistance, which means that the fatigue life of the resulting concrete will be longer with agro-wastes [67]. While comparing 2% cement as a conventional filler when preparing asphalt, the different proportions of RHA (2% to 4%) as an alternative filler were found to be better than a mineral filler by lowering the optimum bitumen amount in an asphalt concrete mix [68].…”
Section: Asphalt Concrete Mixture With Agro-wastes As a Fillermentioning
confidence: 99%
“…Depending on its characteristics, ash can be utilised as a filler, as a replacement for small aggregate fractions, as a binder itself when it contains active minerals (e.g., lime, calcium and magnesium silicate or alumina silicates), resulting in hydraulic binding, or as a binder supplement or addition when it contains pozzolanic minerals (e.g., glass, Portland, gypsum or clay minerals), which in combination with other materials leads to a pozzolanic reaction [3]. For wearing course construction, biomass ash has been investigated for both asphalt [4,5,6] and concrete [7,8] pavements. However, for both pavement systems, a good quality subgrade is of high importance.…”
Section: Introductionmentioning
confidence: 99%