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

Table 1

Wet sieve analysis.

Sieve analysis
Sieve number	Sieve diameter (mm)	Residue of sieving (gr)	Sieved (gr)	Sieved percent, %
3/8′′	9,53	0	420	100
4	4,76	41,3	378,7	90
10	2	29,6	349,1	83
40	0,42	19,4	329,7	79
100		15,2	314,5	75
200	0,074	12,7	301,8	72
Pan		301,8