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Need of an efficient particle size analysis and its influence on properties of concrete

机译:有效粒度分析的需求及其对混凝土性能的影响

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摘要

Although requirement of high strength concrete is extremely high in modern concrete construction, the ways to achieve that are still very expensive and unsustainable. The concept of particle packing dates back to the 19~(th) century, however its practical use in concrete is still atypical. Concrete mixes are proportioned by considering all the characteristics of the ingredients required and its performance in fresh as well as hardened states. The performance of concrete in terms of its strength, workability and durability is mainly dependent on the proportioning and degree of packing of its ingredients. Hence, the particle-packing concept must be well known to the concrete mix designers to enable them in selecting the right proportion of materials. Present mix design involves the sieve analysis of aggregates and does not consider more in-depth specifications to achieve proper packing efficiency. Moreover, utilization of chemical admixtures, fine supplementary cementing materials such as silica fume, metakaolin, cement with high fineness and fillers are common in modern concrete. Therefore, knowledge on optimal packing with minimum void content, less permeability and high strength concrete is imperative. This paper describes modern sophisticated analytical techniques used for particle size analysis and their potential to be used for characterizing the fineness of concrete ingredients. Moreover, influence of particle packing on concrete characterises is comprehensively reviewed at the later part of the study.
机译:尽管在现代混凝土结构中对高强度混凝土的要求非常高,但是实现该目标的方法仍然非常昂贵且不可持续。颗粒填充的概念可以追溯到19世纪,但是在混凝土中的实际应用仍然不典型。考虑到所需成分的所有特性及其在新鲜和硬化状态下的性能,对混凝土混合物进行配比。就强度,可加工性和耐久性而言,混凝土的性能主要取决于其成分的比例和填充程度。因此,颗粒填充概念必须是混凝土拌和料设计者所熟知的,以使他们能够选择正确比例的材料。当前的混合料设计涉及骨料的筛分分析,并且没有考虑更深入的规格以获得适当的包装效率。此外,在现代混凝土中,通常使用化学外加剂,精细的辅助胶结材料,例如硅粉,偏高岭土,高细度的水泥和填料。因此,必须掌握具有最小空隙率,较低渗透性和高强度混凝土的最佳填料的知识。本文介绍了用于粒度分析的现代复杂分析技术及其在表征混凝土成分细度方面的潜力。此外,在研究的后半部分将全面回顾颗粒填充对混凝土特性的影响。

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  • 来源
    《The Indian concrete journal》 |2017年第12期|51-68|共18页
  • 作者单位

    Geotechnical Engineering from National Institute of Technology, Warangal;

    Indian Institute of Technology (IIT) Madras, Chennai;

    Structural Engineering and Bachelor's degree in Civil engineering from National Institute of Technology Calicut, Kerala, India;

    Irrigation and C.A.D Department, Government of Telangana;

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