Table 6 Averages of UCS Results for the 1-h and 16 days cured samples
From: Investigation of Pindan soil modified with polymer stablisers for road pavement
|  | UCS of 1-h Curing Samples | UCS of 16 days Curing Samples | ||
|---|---|---|---|---|
Sample | Actuator strain at peak load (%) | Peak compressive strength (kPa) | Actuator strain at peak load (%) | Peak compressive strength (kPa) |
Pindan Soil | 2.25 | 34.67 | 1.398 | 1041 |
Sample A (1%) | 2.28 | 37.67 | 0.83 | 603 |
Sample A (2%) | 2.78 | 38.5 | 0.83 | 762 |
Sample A (3%) | 3.15 | 39.17 | 0.88 | 628 |
Sample B (0.001%) | 2.53 | 48.5 | 0.89 | 895 |
Sample B (0.002%) | 2.43 | 48.8 | 1.28 | 949 |
Sample B (0.003%) | 2.48 | 49.1 | 1.02 | 979 |
Sample C (0.5%) | 2.55 | 38.5 | 1.10 | 1313 |
Sample C (0.7%) | 2.93 | 43.8 | 1.37 | 1648 |
Sample C (1.0%) | 3.20 | 44.4 | 1.34 | 1948 |