Analysis of strength development in cement-stabilized silty clay from microstructural considerations

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On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, background): “[119] emphasized that lime treatment may undergo significant reduction in compressive and shear strength (of up to 30%, or even more) because of requirement of large amount of water and higher initial porosity.”
Strength development in blended cement admixed saline clay (2012, methodology): “When the soft clay is mixed with 128 cement, the clay and cement particles group together into large clay-cement clusters due to 129 physicochemical interaction (Horpibulsuk et al., 2010b).”
Soil stabilisation using alkaline activation of fly ash for self compacting rammed earth construction (2012, background): “A similar reduction in void space was also reported in Horpibulsuk et al (2010) [31], when studying the microstructure development of cement-stabilised clay.”
ROLE OF FLY ASH ON STRENGTH AND MICROSTRUCTURE DEVELOPMENT IN BLENDED CEMENT STABILIZED SILTY CLAY (2009, methodology): “This 10z binder was proved as suitable for strength improvement of this silty clay (Horpibulsuk et al., 2009).”
Strength development in clay–fly ash geopolymer (2013, neutral): “5 Pa at 40 C for 5 days [11–13].”