Lime Stabilization of Soils: Reappraisal

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Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, methodology): “Previous studies such as Basma and Tuncer (1991), Nalbantoglu and Tuncer (2001), Rao and Thyagaraj (2003), Al-Rawas et al. (2005), Dash and Hussain (2012) and Estabragh et al. (2012a, 2014a) have reported lime to be an effective agent in reducing the effect of swelling.”
On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, background): “A variety of soils with large contents of Fe2O3 and lime exhibits poor dispersibility, and the particle-to-particle bonding is improved, which aids in restraining both the FS and Ps [115].”
Properties of Two Model Soils Stabilized with Different Blends and Contents of GGBS, MgO, Lime, and PC (2014, unknown): “stabilization has a long history and been successfully employed in many countries (Sherwood 1993; Bell 1996; Petry and Little 2002; Moseley and Kirsch 2004; Dash and Hussain 2012), the incorporation of lime with GGBS is easily accepted for geotechnical applications.”