In addition, ettringite is the main hydration product in the ITZ.
ITZ中的主要水化产物是水化硫铝酸钙。
Based on the simulation results, a calculation formula of ITZ volume fraction is given.
基于这些模拟结果，给出了界面体积百分比的计算公式。
The structure of ITZ was studied by scanning electron microscope, mercury intrusion porosimetry.
利用扫描电镜、压汞仪等分析itz的结构组成。
Finally, the paper discussed the deficiency in ITZ study when concrete was subjected to multiple damage factors.
探讨了在多因素交互作用下，有关界面研究方面存在的不足。
The computation of the volume fraction of interfacial transition zone (ITZ) in concrete is discussed in this paper.
讨论了混凝土界面体积百分比的计算。
Applying the simulation technique of concrete mesostructure, the ITZ volume fraction was obtained for a given aggregate grading.
应用混凝土细观结构模拟技术，获得了任一级配骨料的界面体积分数。
Based on the computer simulation technique of concrete mesostructure, a method is presented of computing the ITZ volume fraction.
根据混凝土细观结构模拟技术，提出了混凝土界面体积百分比的计算方法。
The changes of ITZ in salt environment help explaining the changes of concrete performances, especially those suffered to salt attack.
ITZ的这些变化，有助于解释混凝土在盐类环境中的各种性能变化，特别是混凝土盐类腐蚀以及盐类引起的碱骨料反应的作用机理。
An analytical method is presented for predicting the elastic modulus of concrete with the inhomogeneous interfacial transition zone (ITZ).
提出了考虑不均匀界面时混凝土弹性模量预测的解析法。
The interfacial transition zone (ITZ) of concrete cured in standard condition and in the dry and wide temperature change environment was studied comparatively.
采用显微硬度仪和扫描电镜，对比研究了干燥大温差气候条件和标准养护条件下混凝土界面过渡区的结构和形态。
The interfacial transition zone (ITZ) of concrete cured in standard condition and in the dry and wide temperature change environment was studied comparatively.
采用显微硬度仪和扫描电镜，对比研究了干燥大温差气候条件和标准养护条件下混凝土界面过渡区的结构和形态。
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