Comparative Study on Mortar Containing Fly Ash from Southeast Asia and Japan in Relation to Strength and Durability

K. Wangwichit, M. Hisada, N. Otsuki, S. Nagataki
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Abstract

In Thailand, the utilization of fly ash as a concrete admixture has been increasing gradually. However, there are no local standards regulating the use of fly ash. Mixing of concrete usually follows standards that contain requirements, especially temperature, that are difficult or sometimes impossible to satisfy. Therefore, this research was carried out to verify the influence of temperature, hot (Thailand) and temperate (Japan) climate, on the strength and durability properties of fly ash mortar. Also, to propose an optimum range of cement replacement percentage and water-binder ratio for each kind of fly ash under Thai (simulated) and Japanese climate conditions. From this investigation, it was found that fly ash exhibited advantages in strength and durability of mortar under high temperatures. The strength activity index of both fly ash mortars were satisfied in accordance with ASTM C 618 under all temperatures considered. Furthermore, the optimum range of cement replacement and water-binder ratio became wider with increasing temperature. Thus, fly ash is recommended to be used under high temperatures.
东南亚粉煤灰砂浆与日本粉煤灰砂浆强度耐久性对比研究
在泰国,粉煤灰作为混凝土外加剂的利用率逐渐增加。然而,目前还没有规范粉煤灰使用的地方标准。混凝土的搅拌通常遵循包含要求的标准,特别是温度,这些要求很难或有时不可能满足。因此,本研究旨在验证高温(泰国)和温带(日本)气候对粉煤灰砂浆强度和耐久性的影响。同时,提出在泰国(模拟)和日本气候条件下,每种粉煤灰的水泥替代率和水胶比的最佳范围。研究结果表明,粉煤灰在高温条件下对砂浆的强度和耐久性具有明显的优势。两种粉煤灰砂浆在各种温度下的强度活性指标均符合ASTM C 618的要求。随着温度的升高,水泥替代和水胶比的最佳范围变宽。因此,建议在高温下使用粉煤灰。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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