Swelling behaviour of expansive soil treated with fly ash–GGBS based binder. Issue 3 (3rd July 2017)

• Record Type: Journal Article
• Authors: Sharma, Anil Kumar; Sivapullaiah, P. V.
• Is Part Of: Geomechanics and geoengineering. Volume 12:Issue 3(2017)
• Page Start: 191
• Page End: 200
• Publication Date: 2017-07-03
• Subjects: Expansive soil -- swelling -- soil stabilisation -- fly ash -- GGBS -- compressibility; Engineering geology -- Periodicals; Soil mechanics -- Periodicals; Rock mechanics -- Periodicals; Environmental engineering -- Periodicals; 624.151
• DOI: 10.1080/17486025.2016.1215548
• Languages: English
• ISSNs: 1748-6025

Abstract

ABSTRACT: In this article, the potential of a binder developed by admixing fly ash and ground granulated blast furnace slag (GGBS) to stabilise expansive soils is evaluated. Laboratory tests included determination of free swell index, swell potential and swelling pressure tests of the soil/binder mixtures at different mixing ratio. The test results showed decrease in the swelling behaviour of the soil with increase in binder content. The percent swell–time relationship was observed to fit the hyperbolic curves enabling us to predict the ultimate percent swell from few initial test results. Addition of 1% of lime to the binder showed further improvement in reducing swelling. A good linear relationship is established between percent oedometer swell and modified free swell index (MFSI) for soil/binder mixtures without lime but the same has not been observed in the presence of lime. The compressibility characteristics of the soil/binder mixtures reduced nominally with increase in binder content but in the presence of lime, the compressibility reduced significantly. Binder used in this study has been found to be effective and economic to stabilise expansive soils with lesser amount of chemical additives such as lime.