Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio

Figure 6

Failure modes for the specimens. (a) NJ1. (b) NJ2. (c) NJ3. (d) NJ4. (e) NJ5. (f) NJ6. (g) NJ7. (h) NJ8. (i) Deformation of the specimen NJ2.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)