Durability of Cement Systems Reinforced with Wollastonite Microfibers

J. Beaudoin, P. Gu, Nmp Low, N. Mailvaganam
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引用次数: 2

Abstract

The performance of wollastonite reinforced portland cement based binders hydrated in saturated solution, distilled water, and saturated moist air was evaluated as a precursor to the development of a test for assessing the durability of these composites. The cementitious binders were made of cement and silica fume. The effect of the different solutions on the mechanical behavior and microstructural characteristics of the systems investigated at 24 deg C and 80 deg C was determined. Porosity and pore structure determinations were made using mercury intrusion porosimetry, helium pycnometry, and isopropyl alcohol saturation techniques. Flexural strength and fracture toughness behavior was also determined. Pore structure modifications, leaching effects and mechanical test results were discussed in the context of potential accelerated test criteria for the long-term stability of wollastonite micro-fibers in cement binders.
硅灰石微纤维增强水泥体系的耐久性
硅灰石增强波特兰水泥基粘结剂在饱和溶液、蒸馏水和饱和潮湿空气中水化的性能被评估为开发评估这些复合材料耐久性测试的先驱。水泥粘结剂由水泥和硅灰制成。测定了不同溶液在24℃和80℃下对所研究体系的力学行为和微观组织特征的影响。孔隙度和孔隙结构的测定采用压汞孔隙度法、氦密度法和异丙醇饱和技术。弯曲强度和断裂韧性行为也被确定。在水泥粘结剂中硅灰石微纤维长期稳定性的潜在加速试验标准的背景下,讨论了孔隙结构的改变、浸出效果和力学试验结果。
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