GEO5 Logiciel

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Pile Base Resistance

Pile base resistance for non-cohesive soils is given by:

where:

σefb

-

effective stress on the pile base

Nq

-

bearing capacity factor

Ab

-

area of pile base

The bearing capacity factor Nq is calculated by the program, however, its values can be manually modified.

For cohesive soils, the following expression is used:

where:

Nc

-

bearing capacity factor

cu

-

undrained shear strength at the base

Ab

-

area of pile base

The bearing capacity factor Nc is calculated by the program, however, its values can be manually modified.

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