Assuming the measurements are of the surface soil displacements, you could conservatively assume the displacements at depth are the same (they should be less) and apply the displacements to the soil spring, not to the pipe. You will need to add connecting nodes to each soil spring and a displacement field for each connecting node...it's a lot of work so make sure you have the soils modelled as acurately as you can, because if you 'rebury' the model you have to start over.
This isn't the intended use for the soil spring modelling so be aware you may be entering into the non-linear stress/strain range, as well as non-linear geometery (large displacements). For studies like this I keep my comments to either the pipe has yielded or not, don't report stress values above yield.
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Paul