The link was sent to your email.

We were unable send the link to your email. Please check your email.

Missing captcha code. Please check whether your browser is not blocking reCAPTCHA.

Invalid captcha code. Please try again.

GEO5 Software

Online Help

Tree
Settings
Program:
Language:

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 back-calculated by the program; however, its values can be manually modified.

For cohesive soils, the following expression holds:

where:

cu

-

undrained shear strength at the base

Ab

-

area of pile base

Try GEO5 software for free.