I have a project with some small (2-3 story) apartment buildings, and the owner would like to use a post-tensioned slab for the foundation system. However, the soils in the area are prone to liquefaction. The soils are not particularly expansive nor collapsible, but I'd like to see if there is a way to address the liquefaction in RAM Concept. Has anyone tried modeling a PT slab for liquefaction, perhaps using forced displacements or another method?
Thanks,
Kelly