Table 13.
The cohesion and friction angle values of peak and residual shear strength conditions for Group1 (0 % lime added) test program.
| Group 1: 0 % Lime |
Peak Shear Strength Condition |
Residual Shear Strength Condition |
|||||
|---|---|---|---|---|---|---|---|
| Mixing Ratio | Parameters | 24 h | 48 h | 72 h | 24 h | 48 h | 72 h |
| 40 % | Cohesion (kPa) | – | – | – | – | 31.4 | – |
| Friction Angle (degree) | – | – | – | – | 36.3 | – | |
| 80 % | Cohesion (kPa) | 71.9 | 97.5 | 75.5 | 41.4 | 20.7 | 37.1 |
| Friction Angle (degree) | 33.7 | 36.7 | 33.7 | 31.1 | 40.3 | 32.1 | |
| 100 % | Cohesion (kPa) | 84.1 | 88.3 | 75.1 | 32.3 | 10.9 | 26.6 |
| Friction Angle (degree) | 37.9 | 41.5 | 42.0 | 35.7 | 41.1 | 38.3 | |
| 120 % | Cohesion (kPa) | 80.1 | 101.6 | 79.3 | 18.9 | 11.9 | 14.4 |
| Friction Angle (degree) | 38.7 | 43.3 | 41.0 | 37.7 | 42.8 | 40.3 | |