首页> 外文期刊>Journal of materials in civil engineering >Variations of Yield Stress of Fresh Cement Pastes in the Presence of Superplasticizer Highlighted by a Hydration Index
【24h】

Variations of Yield Stress of Fresh Cement Pastes in the Presence of Superplasticizer Highlighted by a Hydration Index

机译:水化指数突出显示高效减水剂作用下新鲜水泥浆的屈服应力变化

获取原文
获取原文并翻译 | 示例
           

摘要

The Theological properties of fresh cement pastes (FCPs) in the presence of superplasticizer were systematically investigated in this study where influential factors such as mix proportion including the water-to-cement (W/C) ratio and superplasticizer-to-cement (Sp/C) ratio, temperature, and time were discussed. The initial yield stress of FCPs with varied mix proportions and its development over time were tested at 0, 20, and 40℃ to characterize the rheological properties of the pastes. Measurements on the amount of adsorbed superplasticizer, zeta potential, particle size, microscopic observation, and calorimetry were performed to quantify the influences of superplasticizer on the microstructure of FCPs under varied mix proportions and temperatures. Results indicate that the initial yield stress of the pastes and its development over time evidently descend due to the plasticizing effect and retardation effect of superplasticizer. Higher temperature facilitates a sharper rise in the initial yield stress and the growth of yield stress with time while the effects of temperature are weakened in the case of high W/C ratio or Sp/C ratio. Higher temperature results in a larger adsorbed amount and a higher zeta potential, which is believed to result from the accelerated dissolution and hydration rate. The effects of W/C ratio, superplasticizer dosage, and temperature on the development of yield stress over time were integrated into the parameter of relative hydration degree. A generalized model to describe the evolution of yield stress was deduced by introducing the hydration index of relative hydration degree α', which was verified by the experimental results that the yield stress ascended in a roughly linear fashion with 1/(1-α').
机译:在这项研究中,系统研究了在存在高效减水剂的情况下新鲜水泥浆(FCP)的流变学特性,其中包括水/水泥(W / C)比和高效减水剂与水泥(Sp / C)比率,温度和时间进行了讨论。在0、20和40℃下测试了各种混合比例的FCP的初始屈服应力及其随时间的发展,以表征糊料的流变特性。对吸附的高效减水剂的量,ζ电位,粒度,显微观察和量热法进行了测量,以量化在不同的混合比例和温度下高效减水剂对FCP微观结构的影响。结果表明,由于高效减水剂的增塑作用和阻滞作用,浆料的初始屈服应力及其随时间的发展明显降低。较高的温度有利于初始屈服应力的急剧上升和屈服应力随时间的增长,而在高W / C比或Sp / C比的情况下,温度的影响会减弱。较高的温度导致较大的吸附量和较高的ζ电位,这被认为是由加速的溶解和水合速率导致的。 W / C比,高效减水剂的添加量和温度对屈服应力随时间的发展的影响被整合到相对水合度参数中。通过引入相对水合度α'的水合指数,推导了描述屈服应力演变的通用模型,并通过实验结果证明了屈服应力以1 /(1-α')的近似线性上升。 。

著录项

  • 来源
    《Journal of materials in civil engineering》 |2017年第2期|04016215.1-04016215.12|共12页
  • 作者单位

    School of Civil Engineering, Beijing Jiaotong Univ., Beijing Key Laboratory of Track Engineering, Beijing 100044, China;

    Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China;

    School of Civil Engineering, Beijing Jiaotong Univ., Beijing Engineering and Technology Research Center of Rail Transit Line Safety and Disaster Prevention, Beijing 100044, China;

    College of Civil Engineering, Shenzhen Univ., Shenzhen 518060, China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Fresh cement paste; Yield stress; Relative hydration degree; Temperature;

    机译:新鲜水泥浆;屈服应力相对水合度;温度;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号