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2019-03-27

Entering Skin Friction of Bored Piles

How can I enter the skin friction of bored piles correctly?


Answer:

In the example, I have created a model with a 0.5 m wide member.

Assuming a foundation of 200 kN/m³, the translational spring constant corresponds to 200 kN/m³ = 100 kN/m² * 1 / 0.5 m.

If you want to support the member with springs, multiply the foundation by the member width (100 kN/m³).

If you now want to additionally consider the surface friction, you have to include the perimeter in the calculation (see the solid example).


Author

Mr. Baumgärtel provides technical support for Dlubal Software customers.

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