Experimental Study on the Production and Mechanical Behavior of Compressed Lime-Cement-Stabilized Interlock Soil Blocks

Table 1

Soil grading distribution.

Particle size range (mm)	Percentage of grading distribution (%)
	Soil A	Soil B
Gravel (76.2 mm–4.75 mm)	—	39.46
Sand (<4.75 mm–0.075 mm)	5.90	32.60
Silt (0.074–0.005 mm)	57.82	22.50
Clay (<0.005 mm)	36.28	5.44