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Properties and Leachability of Self-Compacting Concrete Incorporated with Fly Ash and Bottom Ash

机译:自压灰和底灰结合自压力混凝土的性能和可渗透

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The process of combustion in coal-fired power plant generates ashes, namely fly ash and bottom ash. Besides, coal ash produced from coal combustion contains heavy metals within their compositions. These metals are toxic to the environment as well as to human health. Fortunately, treatment methods are available for these ashes, and the use of fly ash and bottom ash in the concrete mix is one of the few. Therefore, an experimental program was carried out to study the properties and determine the leachability of self-compacting concrete incorporated with fly ash and bottom ash. For experimental study, self-compacting concrete was produced with fly ash as a replacement for Ordinary Portland Cement and bottom ash as a replacement for sand with the ratios of 10%, 20%, and 30% respectively. The fresh properties tests conducted were slump flow, t_(500), sieve segregation and J-ring. Meanwhile for the hardened properties, density, compressive strength and water absorption test were performed. The samples were then crushed to be extracted using Toxicity Characteristic Leaching Procedure and heavy metals content within the samples were identified accordingly using Atomic Absorption Spectrometry. The results demonstrated that both fresh and hardened properties were qualified to categorize as self-compacting concrete. Improvements in compressive strength were observed, and densities for all the samples were identified as a normal weight concrete with ranges between 2000 kg/m~3 to 2600 kg/m~3. Other than that, it was found that incorporation up to 30% of the ashes was safe as the leached heavy metals concentration did not exceed the regulatory levels, except for arsenic. In conclusion, this study will serve as a reference which suggests that fly ash and bottom ash are widely applicable in concrete technology, and its incorporation in self-compacting concrete constitutes a potential means of adding value to appropriate mix and design.
机译:燃煤发电厂中的燃烧过程会产生灰烬,即粉煤灰和底灰。此外,由煤燃烧产生的煤灰含有其组合物的重金属。这些金属对环境有毒以及人类健康。幸运的是,可以为这些灰烬提供处理方法,并且在混凝土组合中使用粉煤灰和底灰是少数几个。因此,进行了实验计划以研究性能并确定夹持粉煤灰和底灰的自压制混凝土的可渗透。对于实验研究,使用粉煤灰制造自压灰作为普通波特兰水泥和底部灰分的替代品,作为砂的替代品,比例分别为10%,20%和30%。进行的新鲜特性试验是坍落度,T_(500),筛偏析和J形环。同时对于硬化性能,密度,抗压强度和吸水试验进行。然后使用原子吸收光谱测定法使用毒性特征浸出程序和样品内鉴定样品内的重金属含量的样品。结果表明,新鲜和硬化的性质既合资格,又称为自压力混凝土。观察到抗压强度的改善,并将所有样品的密度鉴定为正常体重混凝土,范围在2000kg / m〜3至2600kg / m〜3之间。除此之外,发现高达30%的灰烬的掺入是安全的,因为除砷外,浸出的重金属浓度没有超过调节水平。总之,本研究将作为参考,表明粉煤灰和底灰广泛适用于混凝土技术,其在自压缩混凝土中的融合构成了增加了适当的混合和设计的潜在手段。

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