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GEO5 software

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Shaft Bearing Capacity

The vertical bearing capacity of the shaft is given by the formula:

where:

Rs

-

shaft resistance

As

-

contact area

qs

-

skin friction

Note: The contact area is calculated for rectangular and pile walls, for other cross-sections, it must be defined manually [m2/m, ft2/ft].

Determination of skin friction qs should be part of the geological survey.

Recommended values of peak resistance qs [kPa] can be found in professional literature, e.g. in EA-Pfähle book.

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