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