2020
DOI: 10.1002/app.48984
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Evaluation of polyphosphoric acid on the performance of polymer modified asphalt binders

Abstract: The aim of this research is to evaluate the effect of polyphosphoric acid (PPA) on the mechanical performance of styrene–butadiene–styrene (SBS) and styrene–butadiene–rubber (SBR) modified asphalt. Conventional properties, multiple stress creep recovery (MSCR), bending beam rheometer (BBR), and linear amplitude sweep (LAS) tests were conducted to evaluate the performance characteristics of asphalt at different PPA inclusions. Gel‐permeation chromatography (GPC), saturates, aromatics, resins, and asphaltenes (S… Show more

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Cited by 39 publications
(12 citation statements)
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“…e penetration of asphalt binders with different PPA contents is displayed in Figure 1(a). e penetration values appear to present a linear decrease with increasing PPA content, which indicates an increase in asphalt binder stiffness and viscosity [18]. is change is due to the increase in asphaltene content with the addition of PPA, which is consistent with the results of fourcomponent experiments (cf.…”
Section: Penetrationsupporting
confidence: 86%
See 1 more Smart Citation
“…e penetration of asphalt binders with different PPA contents is displayed in Figure 1(a). e penetration values appear to present a linear decrease with increasing PPA content, which indicates an increase in asphalt binder stiffness and viscosity [18]. is change is due to the increase in asphaltene content with the addition of PPA, which is consistent with the results of fourcomponent experiments (cf.…”
Section: Penetrationsupporting
confidence: 86%
“…Figure 1(b) shows that the softening point of asphalt binders increased with increasing PPA content. When adding 1.2 wt% PPA, the softening point increased from 46.3°C to 58.0°C, showing that PPA has a hardening effect on asphalt, which is related to the serious transformation of asphalt structure from sol to gel [18].…”
Section: Softening Pointmentioning
confidence: 98%
“…Condensation of PPA modifier and degradation of SBS modifier occurred in the aging process of polymer binders. In general, more stable cross-linked network of polymer is associated with higher molecular weight for a given asphalt binder [41].…”
Section: Analysis Of Gpcmentioning
confidence: 99%
“…The chemically-modified asphalt has received more focus than reactive-elastomermodified asphalt, polyphosphoric-acid-modified asphalt, and epoxy asphalt (Liu et al, 2016;Apostolidis et al, 2018;Athira et al, 2020). Polyphosphoric-acid-modified asphalt has good rutting resistance, anti-aging performance, and storage stability, but after adding polyphosphoric acid the anti-cracking property at low temperatures will be weakened (Liu et al, 2020). Epoxy asphalt has high strength, good toughness, good water resistance, temperature resistance, good fatigue resistance, and so on (Kang et al, 2015;Gong et al, 2019), but due to the high cost, it is mainly used in steel bridge deck pavement engineering (Lu and Bors, 2015).…”
Section: Introductionmentioning
confidence: 99%