Quantitative relationship of fundamental rheological properties of bitumen with the empirical Ring and Ball softening point
Source abstract
Abstract
This paper employs the linear viscoelastic parameter G′/tanδ as the quantitative criterion for identifying a common relationship with the Ring and Ball softening point of both unmodified and polymer-modified bitumen (PMB). Temperature sweep was conducted at 10 rad/s with dynamic shear rheometer to determine the complex shear modulus G* and phase angle δ of bitumen. The parameter G′/tanδ could be obtained. Logarithmic interpolation was applied for G′/tanδ to determine the equivalent softening temperature Ts_G′/tanδ at which G′/tanδ equals the proposed criterion values. With this method, a good agreement could be reached between Ts_G′/tanδ and the softening point for both unmodified bitumen and PMB. While keeping high accuracy for unmodified bitumen, the accuracy of Ts_G′/tanδ as an estimation of the softening point of PMB was largely improved when compared to the iso-modulus approach. The reliability of this quantitative relationship is preliminarily verified and its implementation is discussed in the Black space.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Transport Systems and Technology
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Swedish National Road and Transport Research Institute (VTI), Linköping, Sweden
Nynas AB, Nynäshamn, Sweden
Peab Asfalt AB, Hisings-Backa, Sweden
Peab Asfalt AB, Hägersten, Sweden
Funding
Trafikverket
References (29)
Show source-provided references
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