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Table 7 Averages of the CBR values for saturated and unsaturated samples

From: Investigation of Pindan soil modified with polymer stablisers for road pavement

Sample

CBR (%)

Unsoaked Condition Sample

Soaked Condition Sample

Pindan Soil

19.05

19.08

Sample A (1%)

18.64

18.91

Sample A (2%)

22.87

20.20

Sample A (3%)

30.13

26.18

Sample B (0.001%)

24.39

18.35

Sample B (0.002%)

25.03

25.25

Sample B (0.003%)

23.31

24.24

Sample C (0.5%)

23.88

19.53

Sample C (0.7%)

20.11

18.35

Sample C (1.0%)

11.11

9.68