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

Table 6

Modulus of subgrade reaction.

States	Modulus of subgrade reaction () (kN/m^3)
Natural	6.765
3% lime	9.677
6% lime	12.000
Geotextile	12.608
12% lime	15.000
Geocell	18.330
Geosynthetics	26.000
Geosynthetics + 3% lime	42.000
Geosynthetics + 6% lime	48.300
Geosynthetics + 12% lime	70.000