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    Effect of Polycarboxylate-Based Superplasticizer on the Performance of Ultrahigh-Performance Concrete and Potential Interaction with Cement and Pozzolans

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025071-1
    Author:
    Rui Zhong
    ,
    Aileen Vandenberg
    ,
    Yiming Yao
    ,
    Xiaoyu Shang
    ,
    Yifan Zhou
    ,
    Kay Wille
    DOI: 10.1061/JMCEE7.MTENG-19563
    Publisher: American Society of Civil Engineers
    Abstract: Superplasticizers are indispensable admixtures for the design of ultrahigh-performance concrete (UHPC). Their effectiveness is determined by their interactions between the individual constituents, which include a variety of fine powders. In this research, different investigative methods were employed to study the influence of polycarboxylate-based superplasticizers (PCs) on the performance of UHPC. The potential interaction of PC with cement and fine pozzolans was explored. Three PCs, three cements, and three pozzolans typically used in the design of UHPC were selected. Test results showed reduced yield stress and viscosity, and consequently improved workability, along with enhanced compressive strength for PCs with longer side chains compared with PCs with shorter side chains, indicating that they are more efficient in dispersing the system of fine particles in UHPC. It also was found that a larger amount of PC adsorbed onto the surface of cements with higher combined quantities of C3A and C4AF, leaving less PC available to disperse cement grains effectively. Test results also indicated that calcium ion adsorption on the surface of pozzolans may lead to a PC adsorption competition between the cement and fine pozzolans and thus reduce the dispersion efficiency of the PC.
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      Effect of Polycarboxylate-Based Superplasticizer on the Performance of Ultrahigh-Performance Concrete and Potential Interaction with Cement and Pozzolans

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    contributor authorRui Zhong
    contributor authorAileen Vandenberg
    contributor authorYiming Yao
    contributor authorXiaoyu Shang
    contributor authorYifan Zhou
    contributor authorKay Wille
    date accessioned2025-08-17T22:57:34Z
    date available2025-08-17T22:57:34Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19563.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307695
    description abstractSuperplasticizers are indispensable admixtures for the design of ultrahigh-performance concrete (UHPC). Their effectiveness is determined by their interactions between the individual constituents, which include a variety of fine powders. In this research, different investigative methods were employed to study the influence of polycarboxylate-based superplasticizers (PCs) on the performance of UHPC. The potential interaction of PC with cement and fine pozzolans was explored. Three PCs, three cements, and three pozzolans typically used in the design of UHPC were selected. Test results showed reduced yield stress and viscosity, and consequently improved workability, along with enhanced compressive strength for PCs with longer side chains compared with PCs with shorter side chains, indicating that they are more efficient in dispersing the system of fine particles in UHPC. It also was found that a larger amount of PC adsorbed onto the surface of cements with higher combined quantities of C3A and C4AF, leaving less PC available to disperse cement grains effectively. Test results also indicated that calcium ion adsorption on the surface of pozzolans may lead to a PC adsorption competition between the cement and fine pozzolans and thus reduce the dispersion efficiency of the PC.
    publisherAmerican Society of Civil Engineers
    titleEffect of Polycarboxylate-Based Superplasticizer on the Performance of Ultrahigh-Performance Concrete and Potential Interaction with Cement and Pozzolans
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19563
    journal fristpage04025071-1
    journal lastpage04025071-10
    page10
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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