Abstract
This research investigated the effect of filler on the ductility of filler-bitumen mastics, as a surrogate of the cohesive behaviour and the tensile properties. Various fillers (industrial products, mineral fillers or waste materials) were mixed with one paving grade bitumen, in various filler-to-bitumen ratios, and tested under the force-ductility test. The force-elongation curve obtained is affected by the constituents, but the peak force and total deformation energy are a mainly a function of the normalized filler concentration value. Moreover, the effect of the filler type and concentration on the specimen's ductility is better perceived from the normalized post-peak deformation energy. Normalized filler concentration values close to 0.80 induce a clear reduction in ductility.
Original language | English |
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Pages (from-to) | 1045-1053 |
Number of pages | 9 |
Journal | Construction and Building Materials |
Volume | 189 |
DOIs | |
Publication status | Published - 20 Nov 2018 |
Keywords
- Bituminous mastic
- Ductility
- Filler
- Suspension's rheological behaviour