Soil Mechanics & Foundations
Settelment, Retaining Walls, etc...
Laterally Loaded Pile Design Brom's Theory
| Unit Weight of Soil | |
| Width of Pile B | |
| Depth of Embedment D | |
| Angle of Internal Friction fi | |
| Earth Pressure Coefficient Kp | {{kp() | number: '5'}} |
| Moment at Ground Line M | |
| Lateral Load at Ground Line Vg | Eccentricity of Lateral Load e | {{e() | number: '2'}} ft |
| Ultimate Lateral Capacity | {{Hu() | number: '2'}} kips |
| Foundation Capacity Check | {{fCapCheck()}} |
| Ultimate Moment Capacity | {{Mu() | number: '2'}} |
| Foundation Moment Capacity Check | {{mCapCheck()}} |
Laterally Loaded Piles in Cohesive Soils |
| Drilled Shaft/Pile Diameter | |
| Unit Weight of Soil | |
| Soil Undrained Strength | |
| Lateral Load Vg | |
| Moment Mg | |
| Earth Pressure Coefficient | {{k() | number: '2'}} ft |
| Eccentricity of Load | {{ec() | number: '2'}} ft |
| Depth Below Max Moment | {{g() | number: '2'}} ft |
| Minimum Foundation Depth | {{minD() | number: '2'}} ft |