I'm working my way through one of the Bentley Learn courses 'Site Design with Bentley Civil'. My question refers to the claim that Site is capable of "volume earthwork analysis". I can't seem to find any further verbage within the training, but I really just want to know if this is truly possible within Geopak Site.
Any tips on how one might go about actually calculating volume changes within a .tin (or other) model would be very helpful.