Q n = Q / A γ D f, then the superimposed building load is partially compensated by relief of load through excavation, and such foundations are called floating foundations. Net bearing pressure = q n = Total Load / Area So, the total weight of excavated soil and water which is removed from part-a (shown with crossed hair) is equal to the total weight of the superstructure as shown in Part-b (also shown with crossed hair). In the case of floating foundation as shown in the image, the depth of footing is D f. It is set on the strongest rock in Antalya, which is 12m thick, upon a 1.6m thick raft foundation. The floating foundation is a type of foundation in which the weight of the building is approximately equal to the full weight of soil that includes the weight of soil and water of the soil removed from the site of the building. In this article, we will discuss a special type of foundation known as floating foundation.
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