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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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