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Steps to be used to analyse a Monopile foundation (Offshore)

Steps to be used to analyse a Monopile foundation (Offshore)

Steps to be used to analyse a Monopile foundation (Offshore)

(OP)
Hi Everybody,
I have modeled a monopile foundation in Abaqus 6.8. I Modeled soil and pile as 3-D deformable solids. I have created a Geostatic step and Static Riks. In Static Riks step i applied the load od 10 MN at top of the Monopile and submitted the job for analysis. Once i started to plot the load-deformation curve after completion of job. There is an error message"Mixing steps with time and arc length domains while creating an xy data objects is prohibited". Please help me to come out of this. Also i have to apply a horizontal load of 8MN at pile top left, how to apply load in increments using Amplitudes given in model tree.

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