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 |