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Loess stabilization using cement, waste phosphogypsum, fly ash and quicklime for self-compacting rammed earth construction

机译:使用水泥,废磷石膏,粉煤灰和生石灰进行黄土稳定,用于自密实夯土施工

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摘要

Loess is green building material according with contemporary call for sustainable development. This paper works on the using of cement, waste phosphogypsum, fly ash and quicklime for loess stabilization. The unconfined compressive strengths of air curing samples with different contents of the mentioned four materials were studied, respectively. An orthogonal test was used to evaluate the effects of additives on softening coefficient, flexural and compressive strength of stabilized samples with 55 degrees C curing temperature. Effects of curing temperature ranging from 15 degrees C to 85 degrees C on strength and water-resistance were investigated. And the microstructure of the samples was analyzed by SEM observation. The experimental results revealed that samples with mix proportion of 100% loess, 10% cement, 3% PG, 20% FA and 8% quicklime obtained a high compressive strength of 18.64 MPa at 3d and a softening coefficient over 0.9. Curing temperature had a significant improvement on loess stabilization. Microstructural analysis results showed the formation of ettringite and C-S-H gels in the cementitious system, which was consistent with macro-mechanical properties. (C) 2019 Elsevier Ltd. All rights reserved.
机译:黄土是符合当代可持续发展要求的绿色建筑材料。本文研究了水泥,废磷石膏,粉煤灰和生石灰在黄土稳定中的应用。分别研究了四种不同含量的空气固化样品的无侧限抗压强度。使用正交试验评估添加剂对55摄氏度固化温度下稳定化样品的软化系数,弯曲强度和抗压强度的影响。研究了固化温度从15摄氏度到85摄氏度对强度和耐水性的影响。并通过SEM观察分析了样品的微观结构。实验结果表明,混合比为100%黄土,10%水泥,3%PG,20%FA和8%生石灰的样品在3d时获得了18.64 MPa的高抗压强度,软化系数超过0.9。固化温度对黄土的稳定性有明显的改善。微观结构分析结果表明,在胶结体系中钙矾石和C-S-H凝胶的形成与宏观力学性能相符。 (C)2019 Elsevier Ltd.保留所有权利。

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