If the geotechnical report shows that there are a few areas inside the building footprint with very low soil bearing cap
Posted: Thu Apr 28, 2022 3:18 pm
If the geotechnical report shows that there are a few areas inside the building footprint with very low soil bearing capacity, but the majority of the soil elsewhere has reasonable bearing capacity, what type of foundation system should the structural engineer consider for a two-story building? Select one: