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Exact(6)
Table 9 shows that the addition of 8% of the three different kinds of viscosity modifiers into A-type SBS modified asphalt has a certain degree of improvement in its performance.
The test results show the DCLR/compound DCLR modified asphalt has higher compression resilience modulus.
The results show that the OMMT/SBS modified asphalt has formed an intercalated structure and a nanocomposite.
Recycled-polymer modified asphalt has been extensively used in road construction, especially the recycled tire scrap rubber-modified asphalt (TSRMA).
Additionally, incorporations of bio-oil into the SBS modified asphalt, has greatly increased the rutting factor (G∗/sinδ) after RTFO, regardless of the loading frequency.
As SBS modified asphalt has the disadvantages of high initial cost, difficult processing and poor storage stability, many researches have been conducted experiments on composed modified asphalt to get a more satisfactory pavement performance.
Similar(54)
The results have shown that when the amount of modifier was less than 10%, the HFPO modified asphalt had the highest softening point of the three.
Results also indicated that the temperature sensitivity of composite modified asphalt had been decreased.
The compound modified asphalt had a better ability to resist deformation at high temperature.
The rheological properties and storage stability of CR/SBS modified asphalt have been investigated in this study.
To achieve similar high temperature characteristics, the compound modified asphalt had smaller declination in low temperature performance compared with QC rock asphalt modified bitumen.
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