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Mechanical Properties and Microstructure of Class C Fly Ash-Based Geopolymer Paste and Mortar

机译:C类粉煤灰的地质聚合物浆料和砂浆机械性能和微观结构

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This paper presents workability, compressive strength and microstructure for geopolymer pastes and mortars made of class C fly ash at mass ratios of water-to-fly ash from 0.30 to 0.35. Fluidity was in the range of 145–173 mm for pastes and 131–136 mm for mortars. The highest strengths of paste and mortar were 58 MPa and 85 MPa when they were cured at 70 °C for 24 h. In XRD patterns, unreacted quartz and some reacted product were observed. SEM examination indicated that reacted product has formed and covered the unreacted particles in the paste and mortar that were consistent with their high strength.
机译:本文提出了由0.30至0.35的水 - 粉煤灰的C类粉煤灰制成的地质聚合物浆料和砂浆的可加工性,抗压强度和微观结构。浆料的流动性在145-173毫米的范围内,对于迫击炮,131-136毫米。当将它们在70℃下固化24小时时,糊状和砂浆的最高强度为58MPa和85MPa。在XRD图案中,观察到未反应的石英和一些反应的产品。 SEM检查表明,反应的产物形成并覆盖了与其高强度一致的糊剂和砂浆中的未反应颗粒。

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