Sentence examples for modified asphalt with from inspiring English sources

The castor oil-polyurethane pre polymer (C-PU) terminated with NCO group was synthesized by renewable castor oil and liquefied MDI as asphalt modifier and C-PU modified asphalt with 10 40 wt% C-PU were prepared.

Lastly, SBS modified asphalt with higher level of polymerized sulfur shows the improved storage stability.

Therefore PPA may have negative effect on asphalt mixtures and is more applicable with SBR and SBS modified asphalt with respect to low temperature performance.

In the last part of this paper, a universal model was put forward after analyzing modified asphalt with different SBS contents.

In addition, the properties of crumb rubbers modified asphalt (A2) with 80/100 are better than that of modified asphalt with (A1) 60/80 at high and low temperature.

The crumb rubber (CR) compound modified asphalt with improved tenacity and high- or low-temperature properties was prepared by the addition of styrene butadiene styrene (SBS) and the stability of CR/SBS-modified (CRSM) asphalt was improved by the addition of sulfur.

The objective of this research study was to conduct binder characterization of the Reacted and Activated Rubber (RAR) modified asphalts with varying dosages, and compare these materials with two virgin and one commercially available rubber modified (C60) binders.

To identify the compound modification effect of waste tire rubber (WTR) and reclaimed low density polyethylene (RPE) on the asphalt binders' rheological properties, WTR/RPE modified asphalts with different contents of WTR and RPE were prepared this study.

Styrene-butadiene-styrene block copolymer (SBS -and SBS -andbutadiene rubber (styrene-butadieneified asphalts with good storubbertability and high- or low-temperature propertieSBR -compoundafter SBR -compoundng-termodified asphaltsared by the addition of polyphosphoric acid or sulfur selectively.

The binder morphology showed that the particle size of high modulus modifiers, PR PLAST S® (PRS) and PR PLAST Module® (PRM), and the relative viscosity of modified asphalt increased with time; PRS modifier droplets tended to form a network.

TIS indicates similar consequences with existing field data and previous studies related to gradation of different modified asphalt binders with almost similar content of modifiers.