【24h】

WATER AND SALT MOVEMENT WITHIN MORTAR ANALYZED BY ASSUMING A CAPILLARY FLOW

机译:假设毛细流动分析了砂浆中的水和盐运动

获取原文
获取原文并翻译 | 示例

摘要

In order to understand basic characteristics of salt movement within concrete within salty environment, one-dimensional water and salt movement within mortar was investigated by experiment and numerical analysis. The authors already reported concerning water and salt movement within mortar partially submerged in salty water. Water movement in that investigation was numerically analyzed applying a nonlinear diffusion equation. In spite of a fairly good result, a few discrepancies were recognized between analytical and experimental results for both the profiles of water and salt content. The discrepancies were considered to be caused by the application of the diffusion equation for the analysis of water movement. In the present analysis, the revised process based on capillary flow was adopted. The applied assumption adopted was that salt movement occurred by capillary flow, but did not occur by vapor diffusion. The analytical results are also compared with the experimental ones obtained as follows. The distribution of water content was obtained from the mass variation of each split piece between before and after oven drying. The distribution of salt content was obtained by potentiometric titration method using the pieces which were crushed into fine grains under 140μm. Fairly good coincidence of experimental and analytical results was obtained for both the profiles of water and salt contents. It means the present procedure is basically adequate for the analysis of water and salt movement within mortar.
机译:为了了解盐环境中混凝土内部盐分运动的基本特征,通过实验和数值分析研究了一维水和砂浆中盐分运动。作者已经报道了部分浸在咸水中的砂浆中的水和盐运动。该研究中的水运动是使用非线性扩散方程进行数值分析的。尽管结果相当不错,但在水和盐含量曲线的分析结果和实验结果之间仍发现了一些差异。认为差异是由扩散方程在水运动分析中的应用引起的。在当前的分析中,采用了基于毛细管流动的修正工艺。所采用的适用假设是盐的运动是通过毛细流动发生的,而不是通过蒸汽扩散发生的。还将分析结果与以下获得的实验结果进行比较。由烘箱干燥前后的各分割片的质量变化求出水分的分布。用电位滴定法将碎片粉碎成140μm以下的细粒,求出盐分的分布。对于水和盐含量的曲线,都获得了与实验和分析结果相当好的一致性。这意味着本程序对于分析砂浆中的水和盐分运动基本上是足够的。

著录项

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