Effect of Curing Condition on the Compressive Mechanical Behavior of Clayey Soil Stabilized with Liquid Polymer

Table 1

Physical properties of soil.

Soil properties	Values
Specific gravity	2.71
Consistency limit
Liquid limit (%)	38
Plastic limit (%)	21
Plasticity index (%)	17
USCS classification	CL
Grain fractions
Sand (%)	12.6
Slit (%)	46.1
Clay (%)	41.3
Compaction study
Optimum water content (%)	18
Maximum dry density (kg/m^3)	1,700