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Investigation of internal curing effects on microstructure and permeability of interface transition zones in cement mortar with SEM imaging, transport simulation and hydration modeling techniques

机译:利用SEM成像,运移模拟和水化建模技术研究内部固化对水泥砂浆界面过渡区微观结构和渗透性的影响

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This study investigates the internal curing effects on the microstructure and permeability of interface transition zones (ITZ) in cement mortar samples with SEM imaging, transport simulation, and hydration modeling techniques. Two types of mortar samples were prepared with saturated lightweight aggregates (with internal curing) and regular sands (without internal curing). The scanning electron microscope (SEM) techniques were applied to characterize the ITZ microstructure of both mortar samples. The internal curing introduced by lightweight aggregates (LWA) is found to have significant impacts on ITZ microstructure development in mortar/concrete samples. 3D image reconstruction techniques were used to generate the 3D microstructure images for transport property analysis. The permeability solver code (developed in National Institute of Standards and Technology) was used to calculate the total porosity, percolated porosity, and permeability of the 3D digital samples. The characterization and simulation results indicate that the permeability of ITZ section in samples with internal curing were smaller due to less percolated porosity and smaller characteristic pore sizes, compared to the samples without internal curing. To further understand the dynamic process of ITZ formation, a meso scale chemo-thermo-hydraulic model is developed to simulate the development of ITZ zone, including processes such as migration of water, production of heat, and growth of CSH, that are involved in cement hydration. Results indicate that the interactions of cement and aggregate, which is responsible for the development of ITZ zone, can be described from computational simulations. The combination of advanced imaging (which captures the microstructure of ITZ at a certain time) and holistic simulations (which describes the time evolution of ITZ in the meso scale) provides a promising way to understand the influence of internal curing on the behaviors and evolution of ITZ.
机译:这项研究利用SEM成像,传输模拟和水化建模技术研究了内部固化对水泥砂浆样品界面过渡区(ITZ)的微观结构和渗透性的影响。用饱和的轻质骨料(内部固化)和普通砂(内部不固化)制备两种类型的砂浆样品。应用扫描电子显微镜(SEM)技术表征两种灰浆样品的ITZ微观结构。发现轻质骨料(LWA)引入的内部固化对砂浆/混凝土样品中的ITZ微结构发展有重大影响。使用3D图像重建技术生成3D微观结构图像,以进行传输特性分析。渗透率求解器代码(由美国国家标准技术研究所开发)用于计算3D数字样本的总孔隙率,渗透孔隙率和渗透率。表征和模拟结果表明,与未进行内部固化的样品相比,进行内部固化的样品中的ITZ截面的渗透性较小,这是由于渗滤孔隙率和特征孔径较小所致。为了进一步了解ITZ形成的动态过程,建立了一个中尺度的化学-热-液压模型来模拟ITZ区的发展,包括水迁移,热量产生和CSH的生长等过程。水泥水化。结果表明,水泥和骨料之间的相互作用是ITZ带发展的关键,可以通过计算模拟来描述。先进的成像(可在一定时间捕获ITZ的微观结构)和整体模拟(以中观尺度描述ITZ的时间演变)的结合,提供了一种有前途的方式来了解内部固化对行为和演变的影响。 ITZ。

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