30x
005739
2024-07-11

Uplift Limit State

The uplift stability 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 Vdst;d is less than or equal to sum of the design value of the stabilizing permanent vertical actions Gstb;d and the design value of any additional resistance Rd against uplift.


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