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Strength characteristics of lime-activated slag cement

机译:石灰活化矿渣水泥的强度特性

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This paper reports on the strength and hydration products of slag cement prepared by activating ground granulated blast-furnace slag with lime and plaster of Paris (PoP). The compressive strengths of slag-lime-PoP mixes at specified curing periods were determined by varying the lime content from 5% to 40% and PoP from 1% to 10% of the dry weight of slag. X-ray diffraction, scanning electron microscopy, Fourier transform infrared spectroscopy, thermogravimetric analysis and differential scanning calorimetry tests were performed to examine the hydration products, the rate of hydration and the microstructure. A correlation was established between the developed strength, raw material compositions and the microstructure. Optimisation of raw material compositions in the mix was determined by adopting the generalised reduced gradient algorithm and it was found that the optimum composition of raw material changed marginally with the curing period of mortar specimens.
机译:本文报道了用石灰和巴黎石膏(PoP)活化的高炉矿渣粉制备的矿渣水泥的强度和水合产物。通过将石灰含量从炉渣干重的5%更改为40%,将PoP从1%更改为10%,可以确定在特定固化时间下矿渣-石灰-PoP混合物的抗压强度。进行了X射线衍射,扫描电子显微镜,傅里叶变换红外光谱,热重分析和差示扫描量热测试,以检查水合产物,水合速率和微观结构。在所开发的强度,原料组成和微观结构之间建立了相关性。通过采用广义归一化梯度算法确定混合料中原料的最优化,发现原料的最佳组成随砂浆试样固化时间的不同而略有变化。

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