Sustainable binders for soil stabilisation

硅酸盐水泥 耐久性 环境科学 土壤稳定 水泥 水泥窑 熔渣(焊接) 水泥土 废物管理 材料科学 土壤水分 工程类 复合材料 土壤科学
作者
S. Jegandan,Martin Líška,Abdalla A. Osman,Abir Al‐Tabbaa
出处
期刊:Proceedings of the Institution of Civil Engineers [Thomas Telford Ltd.]
卷期号:163 (1): 53-61 被引量:89
标识
DOI:10.1680/grim.2010.163.1.53
摘要

Portland cement is the most commonly and widely used binder in ground improvement soil stabilisation applications. However, many changes are now affecting the selection and application of stabilisation additives. These include the significant environmental impacts of Portland cement, increased use of industrial by-products and their variability, increased range of application of binders and the development of alternative cements and novel additives with enhanced environmental and technical performance. This paper presents results from a number of research projects on the application of a number of Portland cement-blended binders, which offer sustainability advantages over Portland cement alone, in soil stabilisation. The blend materials included ground granulated blastfurnace slag, pulverised fuel ash, cement kiln dust, zeolite and reactive magnesia and stabilised soils, ranging from sand and gravel to clay, and were assessed based on their mechanical performance and durability. The results are presented in terms of strength and durability enhancements offered by those blended binders.

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