Comparison of Effects of Using Geosynthetics and Lime Stabilization to Increase Bearing Capacity of Unpaved Road Subgrade

Table 5

Chemical analysis of the lime (%).

Chemical analysis	%
Ca(OH)2	80–85
Active CaO	60–65
Total CaO + MgO	85–95
MgO	1–3
Density (gr/lt)	375–500