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    Effects of Polycarboxylate Ethers with Different Charge Densities on the Time-Dependent Rheological Property of Cement Slurry

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012::page 04024412-1
    Author:
    Yong Yang
    ,
    Xiumei Wang
    ,
    Hongyan Li
    ,
    Qianping Ran
    ,
    Xin Shu
    ,
    Zhen Huang
    DOI: 10.1061/JMCEE7.MTENG-18257
    Publisher: American Society of Civil Engineers
    Abstract: Effects of polycarboxylate ethers (PCEs) with different charge densities on the time-dependent rheological property (yield stress) were systematically investigated by correlating the charge density of PCE with its adsorption behavior, dispersion capability (including the dispersion rate and dispersion extent), and packing density, fluidity, and hydration kinetics of the cement slurry. Results show that with the increase of charge density, the adsorption rate of PCE increases, which is attributed to the increase of affinity between PCE and cement particles. Based on this, the dispersion rate of PCE is effectively enhanced by increasing its density charge, which results in a faster packing rate, consequently lowering the decrease of the time-dependent yield stress of cement slurry and increasing the fluidity loss over time. Noticeably, the stronger affinity raised from higher charge density leaves fewer PCEs in the solution of cement slurry, which is remarkable at high dosage, and thus leading to a faster fluidity loss or time-dependent yield stress increase. This will also lead to slower hydration kinetics with the same PCE content. These findings can provide guidance for the design of PCE structures in regulating the workability of concrete.
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      Effects of Polycarboxylate Ethers with Different Charge Densities on the Time-Dependent Rheological Property of Cement Slurry

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304449
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    contributor authorYong Yang
    contributor authorXiumei Wang
    contributor authorHongyan Li
    contributor authorQianping Ran
    contributor authorXin Shu
    contributor authorZhen Huang
    date accessioned2025-04-20T10:18:49Z
    date available2025-04-20T10:18:49Z
    date copyright9/26/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-18257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304449
    description abstractEffects of polycarboxylate ethers (PCEs) with different charge densities on the time-dependent rheological property (yield stress) were systematically investigated by correlating the charge density of PCE with its adsorption behavior, dispersion capability (including the dispersion rate and dispersion extent), and packing density, fluidity, and hydration kinetics of the cement slurry. Results show that with the increase of charge density, the adsorption rate of PCE increases, which is attributed to the increase of affinity between PCE and cement particles. Based on this, the dispersion rate of PCE is effectively enhanced by increasing its density charge, which results in a faster packing rate, consequently lowering the decrease of the time-dependent yield stress of cement slurry and increasing the fluidity loss over time. Noticeably, the stronger affinity raised from higher charge density leaves fewer PCEs in the solution of cement slurry, which is remarkable at high dosage, and thus leading to a faster fluidity loss or time-dependent yield stress increase. This will also lead to slower hydration kinetics with the same PCE content. These findings can provide guidance for the design of PCE structures in regulating the workability of concrete.
    publisherAmerican Society of Civil Engineers
    titleEffects of Polycarboxylate Ethers with Different Charge Densities on the Time-Dependent Rheological Property of Cement Slurry
    typeJournal Article
    journal volume36
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18257
    journal fristpage04024412-1
    journal lastpage04024412-9
    page9
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012
    contenttypeFulltext
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