The Effect of Polymer-Cement Stabilization on the Unconfined Compressive Strength of Liquefiable Soils

Table 3

Engineering properties of sandy soils.

Property	Sample
Specific gravity	2.73
Grain size
Gravel (>20 mm) (%)	0
Sand (75–20 mm) (%)	100
Max. void ratio (𝑒max)	0.77
Min. void ratio (𝑒min)	0.45
Relative density, 𝐷𝑟 (%)	45
Void ratio, 𝑒 (%)	1.024
Optimum moisture content (%)	13
Maximum dry unit weight (g/cm^3)	1.92
Soil classification (USCS)	S