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Modelling Earthwork Around Bridge Abutments
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Hi,
We work in a rail environment and model a lot of underbridges and overbridges. I'm wondering if anyone has any clever ideas on how they would model the surrounding embankments for a bridge?
We can't cut topography with elements (apart from building pads), and modelling as a generic model that is cut by the abutments can be a laborious task.