The Effects of Geocell Height and Lime Stabilization on Unpaved Road Settlements at Different Water Contents

Table 4

Bearing capacities of lime-stabilized soils and geocell reinforcements.

States	Bearing capacity (kN/m^2)
35% water content	28
32% water content	31
30% water content	38
28% water content	43
25% water content	60
3% lime at 35% water	38
12% lime at 35% water	86
3% lime at 32% water	44
6% lime at 32% water	74
12% lime at 32% water	75
3% lime at 30% water	74
6% lime at 30% water	95
12% lime at 30% water	110
3% lime at 28% water	86
6% lime at 28% water	115
12% lime at 28% water	95
3% lime at 25% water	127
6% lime at 25% water	142
12% lime at 25% water	86
Geocell height 200 mm at 35% water content	138
Geocell height 150 mm at 35% water content	121
Geocell height 100 mm at 35% water content	93
Geocell height 50 mm at 35% water content	86
Geocell height 200 mm at 30% water content	140
Geocell height 150 mm at 30% water content	135
Geocell height 100 mm at 30% water content	120
Geocell height 50 mm at 30% water content	103
Geocell height 200 mm at 25% water content	148
Geocell height 150 mm at 25% water content	138
Geocell height 100 mm at 25% water content	120
Geocell height 50 mm at 25% water content	112