Fig. 13From: Investigation of offshore landslides impact on bucket foundations using a coupled SPH–FEM methodDisplacement response of buckets under the impact of landslides with different velocities; a distribution of plastic deformation of subgrade at t' = 1.0 s with v0 = 20 m/s; b distribution of plastic deformation of subgrade at t' = 1.0 s with v0 = 5 m/sBack to article page