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首页> 外文期刊>Cement & concrete composites >Effects of water-to-cement ratio and curing age on microscopic creep and creep recovery of hardened cement pastes by microindentation
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Effects of water-to-cement ratio and curing age on microscopic creep and creep recovery of hardened cement pastes by microindentation

机译:水 - 水泥比和固化时期对微观静脉蠕变和硬化水泥浆料蠕变回收的影响

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This study is dedicated to measuring the microscopic creep and creep recovery of hardened cement pastes by microindentation technique. The influence of water-to-cement (w/c) ratio and curing age of cement pastes on the micro creep and creep recovery was assessed. It is found that more than 60% of the recoverable creep of the cement pastes used in this study evolves over the loading stage. Recoverable creep is also observed during the holding stage, which only accounts for 7.2%-15.9% of the creep deformation over the holding stage. Both creep and creep recovery of cement pastes at micro scale increase with increasing w/c ratio, but decrease with increasing curing age. However, the recoverable creep/total creep ratio tends to decrease with increasing w/c ratio, but increase with increasing curing age, which indicates that more creep is recoverable in stiffer cement pastes. The logarithmic-type creep of cement pastes over the holding stage of microindentation tests can be characterized by a dashpot element with a variable viscosity that increases linearly with time. The initial viscosity seems to reflect the degree of polymerization of silicates in calcium silicate hydrate on the time when the external force is applied. The higher the initial viscosity is, the lower the creep potential of cement pastes is. It is also noted that the initial viscosity reveals a linear increasing relation with the curing age of cement pastes in log-log scale coordinates system.
机译:本研究致力于通过微观狭窄技术测量微观蠕变和硬化水泥浆料的蠕变回收。评估水 - 水泥(W / C)比和固化时期对微蠕变和蠕变恢复的影响。发现该研究中使用的水泥浆料的超过60%的可回收蠕变在加载阶段演变。在保持阶段也观察到可收回的蠕变,仅占保持阶段的蠕变变形的7.2%-15.9%。随着W / C比率的增加,微观尺度的蠕变和蠕变回收水泥糊性,但随着固化年龄的增加而降低。然而,可回收的蠕变/总蠕变比随着W / C的增加而倾向于降低,但随着固化时期的增加而增加,表明在纤巧的水泥糊中可回收更多的蠕变。在微图案试验的保持阶段上的水泥粘膜的对数型蠕变可以通过DASHPOT元件表征,具有可变粘度随时间线性增加。初始粘度似乎反映了施加外力时的硅酸钙水合物中硅酸盐的聚合程度。初始粘度越高,水泥浆料的蠕变电位越低。还应注意,初始粘度揭示了在日志测量坐标系统中与水泥浆料的固化时期线性增加关系。

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