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    Composite Design of a Phosphogypsum Whisker–Based Rejuvenator Based on the RSM and Evaluation of the Rejuvenating Effect

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024446-1
    Author:
    Zihan Li
    ,
    Peng Yin
    ,
    Fei Liu
    ,
    Baofeng Pan
    ,
    Yue Liu
    DOI: 10.1061/JMCEE7.MTENG-18699
    Publisher: American Society of Civil Engineers
    Abstract: This research aimed to develop a superior asphalt rejuvenator characterized by its resistance to aging by utilizing phosphogypsum whiskers (PSWs) derived from phosphogypsum (PSP) waste. Initially, the ratios of components in the rejuvenator were established through conventional performance evaluations. Subsequently, the rejuvenator components were structured using the response surface design method (RSM), and the formula for the novel PSW rejuvenator (PSWR) was derived using the corresponding model. The ideal amount of PSWR was determined through routine performance assessments. Following this, the aging resistance test and various rheological tests were conducted to assess the aging resistance trends and the high- and low-temperature performance, along with the fatigue performance of PSWR, compared to other rejuvenators. The results allowed for a detailed evaluation of PSWR application prospects. Furthermore, the interaction mechanism of PSWR with aged asphalt (AA) was analyzed using Fourier transform infrared spectroscopy (FTIR). The findings indicated that PSWR significantly restored the physical performance of AA and markedly enhanced its resistance to aging. The integration of this rejuvenator decreased the rutting factor of AA by 53.78%–66.28%, lowered the creep recovery rate by 78.06%–79.31%, and augmented the irrecoverable creep compliance by 34.09%–115.1%. These changes imply a slight reduction in AA’s resistance to high temperature and rutting. Moreover, PSWR substantially boosted the fatigue life and low-temperature performance of AA, with increases in fatigue life ranging from 99.73% to 131.73%, reductions in creep stiffness from 65.45% to 84.05%, and increases in creep rate from 49.1% to 87.72%. PSWR outperformed other rejuvenators in the rejuvenating effects on AA. The study found that PSWR was merely physically blended with AA, and a direct relationship was observed between the PSWR dosage and its rejuvenating effect, aligning with macroscopic observations. This investigation not only addressed the reuse of PSP resources but also supported the sustainable development concept in asphalt pavement.
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      Composite Design of a Phosphogypsum Whisker–Based Rejuvenator Based on the RSM and Evaluation of the Rejuvenating Effect

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304229
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    contributor authorZihan Li
    contributor authorPeng Yin
    contributor authorFei Liu
    contributor authorBaofeng Pan
    contributor authorYue Liu
    date accessioned2025-04-20T10:12:51Z
    date available2025-04-20T10:12:51Z
    date copyright10/25/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18699.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304229
    description abstractThis research aimed to develop a superior asphalt rejuvenator characterized by its resistance to aging by utilizing phosphogypsum whiskers (PSWs) derived from phosphogypsum (PSP) waste. Initially, the ratios of components in the rejuvenator were established through conventional performance evaluations. Subsequently, the rejuvenator components were structured using the response surface design method (RSM), and the formula for the novel PSW rejuvenator (PSWR) was derived using the corresponding model. The ideal amount of PSWR was determined through routine performance assessments. Following this, the aging resistance test and various rheological tests were conducted to assess the aging resistance trends and the high- and low-temperature performance, along with the fatigue performance of PSWR, compared to other rejuvenators. The results allowed for a detailed evaluation of PSWR application prospects. Furthermore, the interaction mechanism of PSWR with aged asphalt (AA) was analyzed using Fourier transform infrared spectroscopy (FTIR). The findings indicated that PSWR significantly restored the physical performance of AA and markedly enhanced its resistance to aging. The integration of this rejuvenator decreased the rutting factor of AA by 53.78%–66.28%, lowered the creep recovery rate by 78.06%–79.31%, and augmented the irrecoverable creep compliance by 34.09%–115.1%. These changes imply a slight reduction in AA’s resistance to high temperature and rutting. Moreover, PSWR substantially boosted the fatigue life and low-temperature performance of AA, with increases in fatigue life ranging from 99.73% to 131.73%, reductions in creep stiffness from 65.45% to 84.05%, and increases in creep rate from 49.1% to 87.72%. PSWR outperformed other rejuvenators in the rejuvenating effects on AA. The study found that PSWR was merely physically blended with AA, and a direct relationship was observed between the PSWR dosage and its rejuvenating effect, aligning with macroscopic observations. This investigation not only addressed the reuse of PSP resources but also supported the sustainable development concept in asphalt pavement.
    publisherAmerican Society of Civil Engineers
    titleComposite Design of a Phosphogypsum Whisker–Based Rejuvenator Based on the RSM and Evaluation of the Rejuvenating Effect
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18699
    journal fristpage04024446-1
    journal lastpage04024446-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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