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

Table 5

Dry density of the soil blocks.

Block type	Block from soil A			Block from soil B
Stabilizer proportion	2%L + 6%C	3%L + 8%C	4%L + 10%C	6%C	8%C	10%C
Dry density (kg/m^3)	1660	1799	1784	1986	1898	1951

L is for lime and C for cement.