Research Article
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.
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(g) |
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