GEO5 Software

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Pile Base Resistance

The bearing capacity of the pile base in cohesionless soils is given by the formula:

where:

σef,b

-

effective stress at the pile base

Nq

-

bearing capacity factor

qb

-

pile base resistance

qb,lim

-

limit resistance at the pile base

Ab

-

area of the pile base

Bearing capacity factor Nq and limit resistance at the pile base qb,lim are calculated by the program automatically, but it is also possible to input them manually.

For cohesive soils, the following formula applies:

where:

cu

-

total cohesion at the pile base

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