Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils

Table 2

Physical properties and Atterberg limits of the studied high-plasticity clay soil.

Parameter	Value
Gs	2.7
Liquid limit (LL) (%)	62.5
Plastic limit (PL) (%)	30.11
Plasticity index (PI) (%)	32.39
Maximum dry density (MDD) (kg/m^3)	1470
Optimum moisture content (OMC) (%)	23
Unconfined compressive strength (UCS) (kPa)	174.55
Unsoaked California bearing ratio (CBR) (%)	4.9