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Piles
Pile shaft resistance
Pile shaft resistance for non-cohesive soils is given by:
| where: | Kj | - | coefficient of lateral earth pressure in the j-th layer |
| σef, j | - | effective strength of soil in the j-th layer | |
| δj | - | pile skin friction angle (between pile material and surrounding soil in the j-th layer) | |
| Asj | - | area of pile shaft in the j-th layer |
The lateral earth pressure coefficient K is back calculated by the program; however, its values can be manually modified in the "Add new soils" dialog window.
For cohesive soils the following expression holds:
| where: | α j | - | skin friction coefficient in the j-th layer |
| cu, j | - | undrained cohesion in th j-th layer | |
| Asj | - | area of pile shaft in the j-th layer |
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