Clay Monotonic - LIN03, in Centrifuge Modelling of the Monotonic Response of Ring Anchors in Shared Configuration for Floating Offshore Wind Turbines

Investigating the monotonic behavior of the ring anchor with various embedment depths and inclination angles using constant speed pullout experiments. Soil surface settlement and pore pressure changes were monitored during in-flight consolidation. Line loads, displacements, and angle changes were measured during the anchor pullout. T-bars were conducted at different locations to assess the undrained shear strength and spatial variation of the clay model.