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Ann-Kathrin Dannwerth, B.Sc.

2024-07-11

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Concrete Foundations Add-on

Theoretical Principles

Design Specifications

Design Properties of Single Foundations

Uplift Limit State

The uplift limit state design must be performed according to EN 1997-1 [1] 2.4.7.4 in such a way that the design value of the combination of destabilizing permanent and variable vertical actions V_dst,d is less than or equal to the sum of the design value of the stabilizing permanent vertical actions G_stb,d and, if applicable, the design value of any additional resistance R_d to uplift.

V_{dst,d} \leq G_{stb,d} + R_{d}

mit:

V_{dst,d} = |G_{dst,d} + Q_{dst,d}|

G_{stb,d} = G_{stb,k} \cdot γ_{G,stb}

Uplift Limit State Design

References

European Committee for Standardization (CEN). (2014). Eurocode 7: Geotechnical Design – Part 1: General Rules, EN 1997-1:2014-03. Berlin: Beuth Verlag GmbH.

Parent Chapter

External Stability – Geotechnical Design