Density and Water Absorption Coefficient of Sandcrete Blocks Produced with Waste Paper ash as Partial Replacement of Cement

IF 1.5 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY
S. Ekong, D. A. Oyegoke, Abayomi Ayodeji Edema, U. Robert
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Abstract

Abstract The literature is flooded with scientific information on most durability properties except water absorption coefficient of masonry units like sandcrete blocks. Also, while waste papers disposal is a systemic problem due to ineffectiveness of waste management system in developing countries, the price of cement is on the increase. This situation, ultimately, causes a bane in achievement of low-cost housing development considering the fact that sandcrete blocks are predominantly used as walling elements for such undertakings. In this study, solid core sandcrete blocks were produced with waste paper ash (WPA) utilized as partial replacement of cement at 5 % and 10 % volumetric levels. Chemically, the WPA was found to show similarity with cement in terms of SiO2, Al2O3, and CaO contents. Density and water absorption coefficient of the block samples were determined. While density ranged from 1682 to 1872 kg/m3, water absorption coefficient varied from 27.04 to 23.49 kg/m2h0.5. Statistically, no significant difference was revealed at p < 0.05 between experimentally-measured water absorption coefficients and those obtained using the model developed for prediction based on density of the samples. Thus, utilization of WPA as described herein could help to reduce the cost of procuring cement and in turn, enhance low-cost building construction. Also, with the developed model (showing dependence of water absorption coefficient on density), durability of sandcrete blocks exposed to moisture –prone environment could be easily predicted.
废纸灰部分替代水泥生产砂凝块的密度和吸水系数
除了砂混凝土砌块等砌体单元的吸水系数外,文献中充斥着关于大多数耐久性性能的科学信息。此外,由于发展中国家废物管理系统的无效,废纸处理是一个系统性问题,而水泥的价格正在上涨。这种情况最终会对实现低成本住房开发造成危害,因为在这类项目中,砂混凝土块主要用作墙壁元素。在这项研究中,用废纸灰(WPA)作为水泥的部分替代品,在5%和10%的体积水平上生产实心砂混凝土块。化学上,发现WPA在SiO2、Al2O3和CaO含量方面与水泥相似。测定了块状试样的密度和吸水系数。密度范围为1682 ~ 1872 kg/m3,吸水系数范围为27.04 ~ 23.49 kg/m2h0.5。统计上,实验测量的吸水系数与基于样品密度的预测模型所得的吸水系数无显著差异(p < 0.05)。因此,如本文所述,利用WPA可以帮助降低采购水泥的成本,从而提高低成本建筑的建设。利用所建立的模型(吸水系数随密度的变化关系),可以很容易地预测暴露在易受潮环境中的砂混凝土砌块的耐久性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Advances in Materials Science
Advances in Materials Science MATERIALS SCIENCE, MULTIDISCIPLINARY-
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