Matheus David Inocente Domingos, A. Faxina, Liedi Légi Bariani Bernucci
{"title":"PPA和Elvaloy®改性沥青结合料和混合物上的车辙:实验室方面和流变建模","authors":"Matheus David Inocente Domingos, A. Faxina, Liedi Légi Bariani Bernucci","doi":"10.14295/transportes.v29i3.2652","DOIUrl":null,"url":null,"abstract":"There has been a lack of proper understanding about the actual rutting performance of asphalt binders/cements modified only with polyphosphoric acid (AC+PPA). Accordingly, this study aimed at evaluating the rutting resistance of the AC+PPA at typical Brazilian high pavement temperatures. Due to promising findings, another formulation with Elvaloy® and PPA (AC+Elvaloy+PPA) was also investigated. Standardized multiple stress creep and recovery tests were performed at 64 and 70°C, whereas the flow number (FN) was determined on dense-graded mixture samples and at 60°C. The AC+PPA (PG 76-22) and the AC+Elvaloy+PPA (PG 76-22) were based on a PG 64-22 original binder. The AC+Elvaloy+PPA could deal with heavier traffic levels and at both scales, as the nonrecoverable compliances were lower than 1.0 kPa-1 and FN exceeded 7,000 cycles. Conversely, the AC+PPA did not show the same pattern of behavior because FN was only 17% higher than the one of the original binder.","PeriodicalId":30302,"journal":{"name":"Transportes","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-12-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Rutting on asphalt binders and mixtures modified with PPA and Elvaloy®: laboratory aspects and rheological modeling\",\"authors\":\"Matheus David Inocente Domingos, A. Faxina, Liedi Légi Bariani Bernucci\",\"doi\":\"10.14295/transportes.v29i3.2652\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"There has been a lack of proper understanding about the actual rutting performance of asphalt binders/cements modified only with polyphosphoric acid (AC+PPA). Accordingly, this study aimed at evaluating the rutting resistance of the AC+PPA at typical Brazilian high pavement temperatures. Due to promising findings, another formulation with Elvaloy® and PPA (AC+Elvaloy+PPA) was also investigated. Standardized multiple stress creep and recovery tests were performed at 64 and 70°C, whereas the flow number (FN) was determined on dense-graded mixture samples and at 60°C. The AC+PPA (PG 76-22) and the AC+Elvaloy+PPA (PG 76-22) were based on a PG 64-22 original binder. The AC+Elvaloy+PPA could deal with heavier traffic levels and at both scales, as the nonrecoverable compliances were lower than 1.0 kPa-1 and FN exceeded 7,000 cycles. Conversely, the AC+PPA did not show the same pattern of behavior because FN was only 17% higher than the one of the original binder.\",\"PeriodicalId\":30302,\"journal\":{\"name\":\"Transportes\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-12-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportes\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14295/transportes.v29i3.2652\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportes","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14295/transportes.v29i3.2652","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Rutting on asphalt binders and mixtures modified with PPA and Elvaloy®: laboratory aspects and rheological modeling
There has been a lack of proper understanding about the actual rutting performance of asphalt binders/cements modified only with polyphosphoric acid (AC+PPA). Accordingly, this study aimed at evaluating the rutting resistance of the AC+PPA at typical Brazilian high pavement temperatures. Due to promising findings, another formulation with Elvaloy® and PPA (AC+Elvaloy+PPA) was also investigated. Standardized multiple stress creep and recovery tests were performed at 64 and 70°C, whereas the flow number (FN) was determined on dense-graded mixture samples and at 60°C. The AC+PPA (PG 76-22) and the AC+Elvaloy+PPA (PG 76-22) were based on a PG 64-22 original binder. The AC+Elvaloy+PPA could deal with heavier traffic levels and at both scales, as the nonrecoverable compliances were lower than 1.0 kPa-1 and FN exceeded 7,000 cycles. Conversely, the AC+PPA did not show the same pattern of behavior because FN was only 17% higher than the one of the original binder.