Site | Footing 1 (m) | Footing 2 (m) | Depth (m) | Bearing Capacity Based on Deterministic Method Assuming Fully Saturated Condition (KN/m2) | Bearing Capacity Based on Monte Carlo Method Assuming Unsaturated Condition (KN/m2) | Difference between Two Methods (%) |
Victorville (Sandy Loam) | 1.07 | 1.52 | 0.61 | 8.705 | 6.192 | 2.51 |
Victorville (SandyLoam) | 1.07 | 1.52 | 0.87 | 4.138 | 2.435 | 1.70 |
Levelland | 1.07 | 1.52 | 0.61 | 6.695 | 6.666 | 0.03 |
Levelland | 1.07 | 1.52 | 0.87 | 2.223 | 2.153 | 0.07 |
Victorville (Adelanto Loam) | 1.07 | 1.52 | 0.61 | 8.705 | 8.074 | 0.63 |
Victorville (Adelanto Loam) | 1.07 | 1.52 | 0.87 | 4.138 | −1.043 | 5.18 |