What is it about?
This paper evaluates the performance of a variety of additives categorized into (a) cementitious: lime and fly ash (b) non-cementitious: stone dust, and (c) chemical additives: CaCl2 and Na2SiO3, when employed to stabilize three types of expansive soils used in the study.
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This page is a summary of: Evaluating the Influence of Additives on Swelling Characteristics of Expansive Soils, International Journal of Geosynthetics and Ground Engineering, January 2015, Springer Science + Business Media,
DOI: 10.1007/s40891-015-0010-x.
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