Assessment of strength development in blended cement admixed Bangkok clay

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Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, background): “For example, the high cement contents of 150–200 kg/m3 are frequently used for DCM column applications due to the quality control of the clay-cement mixture (Lai et al., 2006; Horpibulsuk et al., 2011a, 2012a,b; Jamsawang et al., 2011, 2015; Voottipruex et al., 2011a,b).”
Soil Stabilization by Calcium Carbide Residue and Fly Ash (2012, unknown): “2.1 Distribution of Yarra Delta (from Ervin, 1992) ................................................ 13 2.2 Improvement zones (Horpibulsuk et al., 2011c) ................................................ 15 2.3 The types of polysialates (Davidovits 1988a)…”
Strength development in blended cement admixed saline clay (2012, methodology): “The B- and k-values obtained from the present work 169 and previous works (Horpibulsuk et al., 2003; 2011a and b) are analyzed to develop a 170 generalized strength equation for different blended cement admixed clays.”
Strength development in silty clay stabilized with calcium carbide residue and fly ash (2013, methodology): “The 28-day strength was taken for the examination of the normalized characteristic, as was done by Horpibulsuk et al. (2003, 2009, 2011a, 2011b, 2012b).”