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An overview on mixture design of self-compacting concrete

机译:自密实混凝土的配合比设计概述

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Self-compacting concrete (SCC) was developed in 1988 and introduced by Professor H. Okamura to achieve durability of structures with low skilled laborers. The three properties of SCC that differentiates it from traditional concrete are passing ability, filling ability and segregation resistance. The present study highlights the developments concerning SCC in the period from 1995 to 2017. This information is important for researchers and professionals working in this area. SCC can be optimized to a larger extent to find the best alternative either by use of additives or tailor-made mix design. Based on different principles and parameters, design methods can be categorized into six classes namely empirical design method, statistical factorial design method, strength-based design method, rheology of paste method, particle packing method and Eco-SCC mixture design method. To develop SCC with high quality a suitable method can be chosen depending upon the situation and application.
机译:自密实混凝土(SCC)于1988年开发,由H. Okamura教授引入,旨在实现低技能工人的结构耐久性。 SCC与传统混凝土不同的三个特性是通过能力,填充能力和抗偏析性。本研究重点介绍了1995年至2017年期间SCC的发展情况。此信息对于从事该领域的研究人员和专业人员至关重要。通过使用添加剂或量身定制的混合物设计,可以在更大程度上优化SCC以找到最佳替代品。根据不同的原理和参数,设计方法可以分为六类:经验设计方法,统计因子设计方法,基于强度的设计方法,糊状流变方法,颗粒填充方法和Eco-SCC混合物设计方法。为了开发高质量的SCC,可以根据情况和应用选择合适的方法。

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