The ultimate bearing capacity of a raft foundation of length L and width b on clay of unconfined compressive strength $Q_{u}$ , is

- 1
  
  $2.85 Q_{u} (1 + 0.3 \frac{b}{L})$
- 2
  
  $2.85 Q_{u} (1 + 0.2 \frac{b}{L})$
- 3
  
  $2.85 Q_{u} (1 . 0.1 \frac{b}{L})$
- 4
  
  $2.85 Q_{u} (1 + 0.5 \frac{b}{L})$

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.