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

Table 2

Liquid limit and plastic limit experiments for natural soil and lime state.

Atterbeg (consistency) limits
	Liquid limit	Plastic limit	Plasticity index
Natural	57	27	30
3% lime	54	32	22
6% lime	51	35	16
12% lime	50	39	11