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Influence of Cement on Properties of Fly-Ash-Based Concrete

机译:水泥对粉煤灰基混凝土性能的影响

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Fly ash-based geopolymer concrete (FAGC) has been widely recognized in engineering for its environmentally friendly feature. However, the application is limited due to the high-temperature curing condition. This paper attempts to find a measurement to make it possible to cure low-calcium FAGC at ambient temperature. In this study, low-calcium fly ash was substituted with cement by 0, 5, and 10% in weight. One batch of specimens were cured at 176°F (80℃), the other batch of specimens were cured at 68°F (20℃). The acting mechanism of cement was illustrated in terms of slump, compressive strength, and microstructure. The results demonstrated that the optimum use ratio of cement was 5%, which could significantly improve microstructure and the properties of low-calcium FAGC. Additionally, appropriate ordinary portland cement (OPC) content could make it feasible to cure the geopolymer concrete at ambient temperature.
机译:粉煤灰基高分子聚合物混凝土(FAGC)具有环保特性,已在工程学中得到广泛认可。但是,由于高温固化条件,其应用受到限制。本文试图找到一种测量方法,使其能够在环境温度下固化低钙FAGC。在这项研究中,低钙粉煤灰被水泥替代,其重量分别为0、5和10%。一批样品在176°F(80℃)下固化,另一批样品在68°F(20℃)下固化。用坍落度,抗压强度和微观结构来说明水泥的作用机理。结果表明,水泥的最佳用量为5%,可以显着改善低钙FAGC的组织和性能。此外,适当的普通硅酸盐水泥(OPC)含量可使在环境温度下固化地质聚合物混凝土变得可行。

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