A cohesionless soil having an angle of shearing resistance of $ϕ$ , is standing at a slope angle of i. The factor of safety of the slope is

- 1
  
  $\frac{\tan i}{\tan ϕ}$
- 2
  
  $\tan i - \tan ϕ$
- 3
  
  $\frac{\tan ϕ}{\tan i}$
- 4
  
  $\tan ϕ - \tan i$

Display Comments

Leave a comment

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