The link was sent to your email.

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

Online Help

GEO5

Tree
Settings
Product:
Program:
Language:

Analytical Solution

The analytical solution assumes that the pile total compressive resistance Rc is derived as a sum of the pile base resistance Rb and the pile shaft resistance Rs (developed due to friction of the surrounding soil along the shaft). The following generally accepted methods are implemented into the program:

For the above specified methods it is possible to choose one of the following verification methodologies:

When running the compression pile analysis, the pile self-weight is introduced depending on the setting in the frame "Load". As for the tensile pile, the pile self-weight is always taken into account automatically. Based on the input load the program itself performs the verification analysis for either compression or tensile pile.

Try GEO5 software yourself.
For free, without analysis restrictions.