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Three-dimensional transport properties of mortar with a high water-to-cement ratio using X-ray computed tomography

机译:采用X射线计算机断层扫描的高水泥比例砂浆的三维运输性能

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摘要

Tortuosity is an important parameter for characterizing the flow and transport properties of porous material but impossible to be directly measured experimentally. This study aimed to quantitatively calculate the tortuosity parameter of mortar with a high water-to-cement ratio using X-ray computed tomography (CT)-based random walk simulation. The result was verified by numerical simulation and available experimental data. Using the CT scanned data, the interconnected three-dimensional (3D) pore structure was accurately reconstructed considering the interfacial area of sand particles using a watershed algorithm. The transport properties, such as tortuosity, permeability, and diffusivity, were calculated by performing random walk and numerical simulation on the interconnected 3D pore structure. The random walk analysis indicated that a higher cement content led to a significant increase in tortuosity which represents the evolution of complexity of 3D pore structure. Furthermore, it was verified that the formation factor (i.e., tortuosity divided by porosity) is inversely proportional to the diffusivity of the systems. The quantitatively computed transport properties will be useful to accurately evaluate microstructural properties of mortar systems with high water-to-cement ratios. Furthermore, the methodology developed and verified herein has a potential to be further applied to other porous media such as underground reservoirs and fractured solids. (C) 2021 Elsevier Ltd. All rights reserved.
机译:曲折是表征多孔材料的流动和运输性能但不可能直接测量实验测量的重要参数。本研究旨在通过X射线计算机断层扫描(CT)的随机步道仿真,定量计算砂浆的曲折参数,具有高水位分层(CT)。基于随机步道仿真。结果通过数值模拟和可用的实验数据验证。使用CT扫描数据,考虑使用流域算法的砂粒界面的界面区域精确地重建互连的三维(3D)孔结构。通过在互连的3D孔结构上执行随机步行和数值模拟来计算诸如曲折性,渗透性和扩散性的运输性质。随机步道分析表明,更高的水泥含量导致曲折的显着增加,这代表了3D孔结构复杂性的演变。此外,验证了形成系数(即,曲折性除以孔隙度)与系统的扩散性成反比。定量计算的传输性能可用于精确评估具有高水泥比率的砂浆系统的微观结构性能。此外,本文所开发和验证的方法具有进一步应用于其他多孔介质,例如地下储存器和裂缝固体。 (c)2021 elestvier有限公司保留所有权利。

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