2013
DOI: 10.1617/s11527-013-0220-4
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Water susceptibility of asphalt mixtures as influenced by hydraulically active fillers

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Cited by 14 publications
(5 citation statements)
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“…For this purpose, high-temperature dedicated ultrasonic transducers will be needed. Nevertheless, such a value is in quite good agreement with values given in [35]. In this communication a value between 6−7 Pa.s is reported for T = 100 • C Furthermore, an extrapolation of Newtonian viscosity given in [13] in the range 50−90 • C to 110 • C leads to 1.5 Pa.s which is in very good agreement with our ultrasonic estimation.…”
Section: Viscositysupporting
confidence: 92%
“…For this purpose, high-temperature dedicated ultrasonic transducers will be needed. Nevertheless, such a value is in quite good agreement with values given in [35]. In this communication a value between 6−7 Pa.s is reported for T = 100 • C Furthermore, an extrapolation of Newtonian viscosity given in [13] in the range 50−90 • C to 110 • C leads to 1.5 Pa.s which is in very good agreement with our ultrasonic estimation.…”
Section: Viscositysupporting
confidence: 92%
“…4−9 Also, there are several research articles which point out that some industrial wastes and byproducts could be utilized in the production of stone mastic asphalt. 10−13 investigation results of potential waste materials as substitute for the filler from the asphalt mixtures including fly ash and slag, 14 recycled concrete powder, 15 cement kiln dust, 16 waste glass, 17 brick powder, 18 rice husk ash, 7 coal waste powder, 19 oil shale, 20 waste bleaching clay, 21 paper industry wastes, 22 recycled waste lime, 23 phosphate waste filler, 24 municipal solid waste incineration ash, 25 baghouse fines, 26 oil shale fly ash, 27 waste ceramic materials, 28 waste marble materials, 29−31 and waste tires. 32,33 A particular bituminous material is the bituminous mastic, which is used to fill cracks in roads to seal them against environmental influences.…”
Section: ■ Introductionmentioning
confidence: 99%
“…Bituminous materials such as asphalt make a large part of materials used in construction, and there are already many published results related to the utilization of industrial waste as filler in bituminous materials. Also, there are several research articles which point out that some industrial wastes and byproducts could be utilized in the production of stone mastic asphalt. Some research reports have presented the investigation results of potential waste materials as substitute for the filler from the asphalt mixtures including fly ash and slag, recycled concrete powder, cement kiln dust, waste glass, brick powder, rice husk ash, coal waste powder, oil shale, waste bleaching clay, paper industry wastes, recycled waste lime, phosphate waste filler, municipal solid waste incineration ash, baghouse fines, oil shale fly ash, waste ceramic materials, waste marble materials, and waste tires. , …”
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%