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The effect of fly ash fineness on heat of hydration, microstructure, flow and compressive strength of blended cement pastes

机译:粉煤灰细度对水泥浆的水化热,微观结构,流动性和抗压强度的影响

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In this paper, an experimental study on the effect of fly ash fineness on the heat of hydration, microstructure, flow and compressive strength of blended cement pastes was carried out and evaluated against control cement paste. Fly ashes with different fineness: classified fly ash, run-of-station fly ash and grounded run-of-station fly ash; with a median particle size of 17.4, 11.3 and 5.7?μm, respectively, from the same power station source in Australia were used to partially replace Portland cement at 20% and 40% by weight of cement using a fixed water-to-binder ratio of 0.40. Results of this study showed that the cumulative heat of hydration of blended cement paste decreased as fly ash content in blended cement paste was increased. For a given cement replacement level, blended cement paste containing finer fly ash released more heat of hydration when compared to coarser fly ash. Moreover, increasing the fineness of fly ash resulted in a higher consumption of calcium hydroxide at 7 and 28 days reflecting pozzolanic reactivity and, thus, a denser microstructure than blended pastes containing coarser fly ash as revealed by the X-ray diffraction (XRD), scanning electron microscopy (SEM) and compressive strength results. In addition, the incorporation of fly ash in the blended pastes led to the introduction of an additional hydration peak in the heat evolution curve possibly due to the late activation of fly ash by calcium hydroxide renewing the C3A reaction and converting ettringite to monosulfate. The flow of the freshly blended cement pastes was also found to improve slightly with increasing fineness of the fly ash. In addition, the hardened blended cement pastes containing 20% ground run-of-station fly ash showed comparable compressive strength with the control cement pastes at both 7 and 28 days mainly due to the higher fineness of the ground run-of-station fly ash and increased reactivity compared to coarser grade fly ash.
机译:本文对粉煤灰细度对掺合水泥浆的水化热,微观结构,流动性和抗压强度的影响进行了实验研究,并与对照水泥浆进行了评价。不同细度的粉煤灰:分类的粉煤灰,站台式飞灰和磨碎的站台式飞灰;分别来自澳大利亚同一电站的中值粒径分别为17.4、11.3和5.7?m的硅粉,以固定的水灰比以20%和40%的水泥重量部分替代波特兰水泥为0.40。研究结果表明,随着水泥浆中粉煤灰含量的增加,水泥浆的水化累积热量降低。对于给定的水泥替换量,与较粗的粉煤灰相比,包含较细的粉煤灰的掺合水泥浆释放出更多的水化热。此外,提高粉煤灰的细度会导致在7天和28天消耗更多的氢氧化钙,这反映了火山灰的反应性,因此,与包含较粗粉煤灰的混合糊状物相比,X射线衍射(XRD)显示出更致密的微观结构,扫描电子显微镜(SEM)和抗压强度结果。另外,掺入粉煤灰的掺合糊料导致在放热曲线中引入了另一个水合峰,这可能是由于氢氧化钙使粉煤灰活化较晚,从而更新了C3A反应并将钙矾石转化为单硫酸盐。还发现,随着粉煤灰细度的增加,新拌水泥浆的流动性略有改善。此外,含有20%的粉煤灰的硬化混合水泥浆在7天和28天均显示出与对照水泥浆相当的抗压强度,这主要是因为粉煤灰的细度更高。与较粗级的粉煤灰相比,反应性更高。

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