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Pore Distribution and Durability of Cement Mortar by The Magnetic Resonance Imaging

机译:磁共振成像的孔分布和水泥砂浆的耐久性

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The pore distribution in cement mortar, which is highly related to compressive strength and permeability, vary with water-cement ratios and curing periods. This study used magnetic resonance imaging (MRI) to observe the pore distribution. Compressive strength tests, the rapid chloride-ion permeability test, and electrical resistivity tests were performed to determine the influence of pore distribution on durability. The results reveal that lower water-cement ratios and longer curing periods contributes to fewer pores in mortar specimens. SEM images illustrated how this may be influenced by the rate at which the hydration product, C-S-H colloids, is generated. In addition, the results of durability testing indicate that porosity and compressive strength, total charge passed, and resistivity display linear relationships, as porosity increases, the total charge passed increases, resistivity decreases, and compressive strength declines. The linear regression determined that the R~2 of all relationships exceeded 0.90, thereby demonstrating the feasibility of applying MRI to assess the durability of concrete.
机译:水泥砂浆中的孔分布与抗压强度和渗透性高度相关,随水泥比率和固化时期而变化。本研究使用磁共振成像(MRI)观察孔分布。进行抗压强度试验,进行快速的氯离子渗透性试验和电阻率试验以确定孔分布对耐久性的影响。结果表明,较低的水水泥比和较长的固化期有助于砂浆样品的毛孔较少。 SEM图像示出了如何受到产生水合产物,C-S-H胶体的速率的影响。另外,耐久性测试的结果表明,作为孔隙率的增加,通过的孔隙和抗压强度,总电荷和电阻率显示线性关系,随着孔隙率的增加,电荷降低,电阻率降低,并且抗压强度下降。线性回归确定所有关系的R〜2超过0.90,从而证明了应用MRI评估混凝土耐久性的可行性。

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