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005785

Hedi Boukraa, M.Sc.

2024-10-04

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Static Equilibrium

The equilibrium limit state design is performed according to EN 1997-1 [1] 2.4.7.2 as follows:

E_{dst;d} \leq E_{stb;d} + T_{d}

E_stb;d	Design value of stabilizing stresses
E_dst;d	Design value of destabilizing stresses
T_d	Design value of total shear resistance

References

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

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