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GEO5

Tree
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Design Coefficients

The "Piles" tab allows us to specify two groups of design (partial) coefficients:

Partial factors on soil parameters

γ

-

reduction coefficient of internal friction

γmc

-

reduction coefficient of cohesion

γ

-

coefficient of unit weight

It is also possible to choose a reduction of tgφ.

Partial factors on pile resistance

γb

-

reduction coefficient of base resistance

γs

-

reduction coefficient of shaft resistance

γt

-

reduction coefficient of total resistance

γst

-

reduction coefficient of resistance in tension

The values of individual coefficients are listed in corresponding standards.

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