Assessing and Reinforcing Properties of Greywater-made Green Concrete Using Pozzolanic Materials

IF 1.8 4区 工程技术 Q3 ENGINEERING, CIVIL
Mohammad Ali Rabet, Ali Akbar Shirzadi Javid
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Abstract

Considering the increasing need for optimal use of water resources, using types of waste water instead of part of the water for making concrete and also reducing the use of potable water in concrete is particularly important, especially in developing countries. Accordingly, this study aimed to investigate and reinforce using greywater as a potential alternative to mixing water in concrete. The specimens’ fresh, hardened, and durable properties from 14 concrete mix designs containing six mixing water types, three natural zeolite levels (0, 10, and 20%), and two silica fume levels (0 and 8%) were tested to achieve that. Mixing waters in this study consisted of distilled water, raw greywater, diluted greywater (50% greywater, 50% distilled water), simulations of greywater’s salt and organic pollutants, and synthetic greywater. The results showed that raw greywater reduced average compressive strength by 8%, while diluted greywater caused a 1.5% increase instead. Mixing water standards requirements were satisfied on both raw and diluted greywater cases. The results also showed that the impact of greywater on the durability properties of concrete was non-critical in most cases, while diluted greywater, even slightly (4%), improved bulk electrical resistance (RCPT). The test results of synthetic waters showed that reducing chemically active salts and/or organic pollution in greywater can effectively increase the performance of the produced concrete. Using 8% silica fume as cement replacement improved the compressive strength of greywater-made concrete by up to 16% and reduced the cracks and porosity of the specimens based on SEM images. On the other hand, using 20% natural zeolite as cement replacement increased surface (using Wenner probes) and bulk chloride ion penetration by 36 and 78%, respectively. Based on these results, silica fume and natural zeolite replacement are impressive tools to reinforce greywater-made green concrete so that it can properly rival and even replace regular concrete even when using more polluted greywater. Furthermore, these replacements can be great potential alternatives to wastewater dilution or treatments.

Abstract Image

评估和强化使用硅酸盐材料的灰水制造的绿色混凝土的性能
考虑到对水资源优化利用的需求日益增长,使用各类废水代替部分混凝土用水并减少混凝土中饮用水的使用尤为重要,尤其是在发展中国家。因此,本研究旨在调查和加强使用灰水作为混凝土拌合水的潜在替代品。为此,我们测试了 14 种混凝土混合设计的试样的新鲜、硬化和耐久性能,其中包括六种混合水、三种天然沸石含量(0、10 和 20%)和两种硅灰含量(0 和 8%)。本研究中的混合水包括蒸馏水、原灰水、稀释灰水(50% 灰水,50% 蒸馏水)、灰水盐分和有机污染物模拟水以及合成灰水。结果表明,原灰水使平均抗压强度降低了 8%,而稀释灰水反而使平均抗压强度提高了 1.5%。原灰水和稀释灰水都满足混合水标准要求。结果还显示,在大多数情况下,灰水对混凝土耐久性能的影响并不严重,而稀释灰水即使是轻微影响(4%),也能改善体积电阻(RCPT)。合成水的测试结果表明,减少灰水中的化学活性盐和/或有机污染可有效提高生产出的混凝土的性能。根据扫描电镜图像,使用 8%的硅灰作为水泥替代物可将灰水制成的混凝土的抗压强度提高 16%,并减少试件的裂缝和孔隙率。另一方面,使用 20% 的天然沸石作为水泥替代品,氯离子的表面渗透率(使用温纳探针)和体积渗透率分别提高了 36% 和 78%。基于这些结果,硅灰和天然沸石替代物是强化灰水制造的绿色混凝土的重要工具,使其即使在使用污染更严重的灰水时也能与普通混凝土相媲美,甚至取代普通混凝土。此外,这些替代品还是稀释或处理废水的潜在替代品。
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来源期刊
CiteScore
3.90
自引率
5.90%
发文量
83
审稿时长
15 months
期刊介绍: International Journal of Civil Engineering, The official publication of Iranian Society of Civil Engineering and Iran University of Science and Technology is devoted to original and interdisciplinary, peer-reviewed papers on research related to the broad spectrum of civil engineering with similar emphasis on all topics.The journal provides a forum for the International Civil Engineering Community to present and discuss matters of major interest e.g. new developments in civil regulations, The topics are included but are not necessarily restricted to :- Structures- Geotechnics- Transportation- Environment- Earthquakes- Water Resources- Construction Engineering and Management, and New Materials.
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