The ultimate bearing capacity per unit area of sands for general shear failure is given by

- 1
  
  $0.5 γ D_{f} N_{q} + γ B N_{γ}$
- 2
  
  $0.5 γ B N_{γ} + γ D_{f} N_{q}$
- 3
  
  $0.67 γ D_{f} N_{γ} + γ B N_{q}$
- 4
  
  $0.67 γ B N_{q} + γ D_{f} N_{γ}$

Display Comments

Leave a comment

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