The PLI for my small firm just went up to $15k/yr, ouch, and that is with 0 claims. What are you other geotechs seeing for your firms? (small, medium, large)
Have any geotechs or structurals that frequent this forum ever used a floating slab (ground-supported slab) for the bottom slab of a building with below-grade levels (e.g. a parking garage) with expansive clay subgrade soils? Just want to know if it is practical and desirable. For example a...
