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In this paper the instrumentation of a pile-supported wharf is the support to establish the updating of a reliability assessment by structural instrumentation. This approach is based on the taking into account of the natural and mechanical phenomena (tide, wind and embankment loading) and of certain boundary conditions (for example the soil-rod-anchoring plate interaction) in a probabilistic way.

Calcul en fiabilité d’un quai sur pieux à partir de données d’instrumentation