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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

Nc

-

bearing capacity factor

φef

-

angle of internal friction at the pile base

cef

-

effective cohesion at the pile base

qb

-

pile base resistance

Ab

-

area of the pile base

Bearing capacity factors Nq and Nc are calculated by the program automatically, but it is also possible to input them manually.

where:

σtot,b

-

total stress at the pile base

cu

-

total cohesion at the pile base

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