Influence of Nanolime and Curing Period on Unconfined Compressive Strength of Soil

Table 1

Basic properties of original soil.

Property	Value
Natural water content, () (%)	22.8
Maximum dry density, (g/cm^3)	1.87
Optimum water content, () (%)	15.6
Liquid limit (LL) (%)	31
Plastic limit (PL) (%)	18.7
Plasticity index PI (%)	12.3
USCS classification	CL
Specific gravity ()	2.63
% gravel	0.0
% sand	57.5
% silt	22.5
% clay	20.0