Justification of deep foundations
Eurocode 8
Article REF: C250 V1
Justification of deep foundations
Eurocode 8

Authors : Léo QUIRIN, Stéphane MULLER

Publication date: March 10, 2015, Review date: July 20, 2020 | Lire en français

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5. Justification of deep foundations

5.1 Preamble

When the structure is subjected to seismic action, the deep foundations (piles, bars, etc.) are subjected to ground motion (kinematic interaction) and inertial action due to the inertial forces specific to the structure (figure 6 ).

.Presentation of inertial and kinematic forces
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