GEO5 Software

Online Hilfe

Tree
Settings
Programm:
Sprache:

Pile Shaft Resistance

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

where:

K

-

coefficient of lateral earth pressure in the layer

σef

-

effective stress at the middle of the layer

δ

-

pile skin friction angle (between pile material and surrounding soil)

fs,i

-

shaft resistance in the ith layer

As,i

-

area of the pile shaft in the ith layer

Coefficient of lateral earth pressure K is calculated by the program automatically, or it is also possible to input it manually in the "Adding new soils" dialog window.

For cohesive soils, the following formula applies:

where:

α

-

adhesion coefficient in the layer

cu

-

total cohesion in the layer

Adhesion coefficient α is calculated by the program automatically, or it is also possible to input it manually in the "Adding new soils" dialog window.

Testen Sie die GEO5 Software selbst.
Laden Sie die kostenlose Demoversion herunter.