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Mechanical and durability properties of self-compacting mortars containing binary and ternary mixes of fly ash and silica fume

机译:包含粉煤灰和硅粉的二元和三元混合物的自密实砂浆的机械和耐久性能

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摘要

In this paper, the results of experimental work on the strength and durability performances of self-compacting mortars (SCMs) manufactured from silica fume (SF) and fly ash (FA) were presented. The cement was partially replaced with 5, 10, 15, 20, and 25% of FA and 5, 10, and 15% of SF as binary mixes. Also, ternary mixtures were prepared by the incorporation of FA and SF at different replacement dosages by weight. In total, 14 different combinations of mixes were studied at the ages of 7, 28, and 180days. Prismatic samples of size 40x40x160mm(3) were produced and exposed to water curing to observe mechanical behavior of SCMs. The mechanical properties of SCMs were examined by the tests of compressive strength and flexural strength. Sorptivity, porosity, water absorption, and density were also measured. To evaluate fresh properties of SCMs, mini slump flow diameter and mini V-funnel flow time tests were conducted. The results of the study reveal that increase in the dosage of FA increases SCMs flow but also reduce segregation resistance. The enhancement in flexural strength is the best in the binary mixes of SF10 and in binary mixes of FA. Ten percent replacement of FA shows the best flexural strength performance with a value of 10.21MPa at the age of 180days. Compressive and flexural strengths of mortars containing SF and FA reached up to about 86.14 and 10.50MPa, respectively.
机译:本文介绍了用硅粉(SF)和粉煤灰(FA)制造的自密实砂浆(SCM)的强度和耐久性能的实验结果。用二元混合物的5、10、15、20和25%的FA和5、10和15%的SF部分代替了水泥。同样,通过以不同的替代剂量掺入FA和SF来制备三元混合物。总共研究了7、28和180天年龄的14种不同混合物组合。生产了尺寸为40x40x160mm(3)的棱柱形样品,并将其暴露于水固化下以观察SCM的机械性能。通过抗压强度和抗弯强度的测试来检验SCM的机械性能。还测量了吸附度,孔隙率,吸水率和密度。为了评估SCM的新鲜特性,进行了最小坍落流直径和最小V型漏斗流动时间测试。研究结果表明,FA剂量的增加会增加SCM的流动,但也会降低抗偏析性。在SF10的二元混合物和FA的二元混合物中,弯曲强度的增强是最好的。 10%的FA替代物在180天的使用时表现出最佳的抗弯强度性能,值为10.21MPa。含SF和FA的砂浆的抗压强度和抗折强度分别达到约86.14和10.50MPa。

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