Effect of Curing Conditions and Freeze-Thaw Cycles on the Strength of an Expansive Soil Stabilized with a Combination of Lime, Jaggery, and Gallnut Powder

Table 1

Geotechnical properties of the soil.

Property	Value
Liquid limit [16]	65.4%
Plastic limit [16]	29%
Plasticity index	36.4%
Shrinkage limit [17]	10.1%
Specific gravity [18]	2.79
Maximum dry density (MDD) [19]	19.25 kN/m^3
Optimum moisture content (OMC) [19]	27.1%
Unconfined compression strength (UCS) [20]	244.3 kPa
Free swell index [21]	100%
% gravel [22]	0
% sand [22]	2.5
% silt and clay [22]	97.5
Soil classification [22]	CH