Experimental Investigation on Buckling Behavior of soil‐embedded Piles
Hagen Balscheit,
Albrecht Victor,
Marc Thiele
et al.
Abstract:Monopiles are currently the predominant foundation type for offshore wind turbines in Europe. Due to the increasing dimensions of the turbines, pile diameters beyond 10m become necessary. A design‐relevant failure mode of monopiles is the local buckling of the pile wall in the embedded sections. Relevant buckling guidelines do not consider the soil‐structure interaction specifically, although the embedment may allow for a reduction of wall thickness. However, Eurocode‐based design concepts require a validation… Show more
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