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Numerical study on long-term monopile foundation response
Published in Marine Georesources & Geotechnology, 2018
Song-Hun Chong, Cesar Pasten
Figure 8c shows the evolution of lateral load resistance with the number of cycles. The repetitive lateral load enhances the lateral load resistance due to soil densification along the pile. In fact, the previous experimental investigation into the long-term pile response revealed that the sediment surrounding the pile subjected to cyclic horizontal load undergoes the densification with granular convection related to particle rearrangement and constant sliding (Cuéllar, Baeßler, and Rücker 2009). Thus, we confirm that finite element analysis involved with the fundamental features is capable of simulating the grain migration and soil convection.