1998
DOI: 10.1016/s0016-2361(98)00054-4
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Bitumen in colloid science: a chemical, structural and rheological approach

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Cited by 322 publications
(171 citation statements)
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“…However, the chemical composition and origin of the observed phases is a -17 -controversial topic and a matter of debate. In this sense, some authors postulate that the bee-structures consist of the most polar fraction of bitumen [22,35] and so they resemble the colloidal model. On the other hand, others authors have attributed the "bee" structures as the result of co-precipitation of non-wax asphalt compounds with crystallizing non-polar waxes [34,36].…”
Section: Chemical Modification and Microstructurementioning
confidence: 99%
“…However, the chemical composition and origin of the observed phases is a -17 -controversial topic and a matter of debate. In this sense, some authors postulate that the bee-structures consist of the most polar fraction of bitumen [22,35] and so they resemble the colloidal model. On the other hand, others authors have attributed the "bee" structures as the result of co-precipitation of non-wax asphalt compounds with crystallizing non-polar waxes [34,36].…”
Section: Chemical Modification and Microstructurementioning
confidence: 99%
“…This can be used to efficiently visualize the microstructure of bitumen [5,18,21,33] and structural effects of bitumen modification [14,29,47,54]. Bearsley et al presented a very detailed comparison of CLSM with other imaging techniques [5].…”
Section: Introductionmentioning
confidence: 99%
“…From previous research, it was found that the concentration of asphaltene usually varies from 5 to 25% in bitumen [14] which in turn depends on the origin of the oil crude source. Usually, asphaltene content in the range of between 5 -25% is considered as moderate range, which exhibit sol-gel characteristics basically responsible for their viscoelastic properties [15].The sol-gel characteristic of bitumen is considered beneficial as characterized by delay in the elastic deformability that will help in accommodating larger stresses in pavement because of the considerable degree of elastic deformation [16].From Table 1 it is inferred that aspahltene content for virgin bitumen was found to reduces gradually from 15% to 13.56% with the addition of polymer in bitumen. This decrease in asphaltene content indicates that the high molecular weight micelle becomes more peptized [16] or stabilized by the addition of polymer in the blend as observed by decrease in colloidal Index (CI), as presented in Table 1 enhancing the pseudo plastic behaviour of the blend which is very commonly observed for polymeric solution [17].…”
Section: Asphaltene Content Analysis (Astm D 3279)mentioning
confidence: 99%