A soil fails under an axial vertical stress of $100 k N / m^{2}$ in uncofined compression test. The failure plane makes an angle of $50 °$ with the horizontal. The shear parameters c and $ϕ$ respectively will be

- 1
  
  $41.9 k N / m^{2}, 0 °$
- 2
  
  $50.0 k N / m^{2}, 0 °$
- 3
  
  $41.9 k N / m^{2}, 10 °$
- 4
  
  $50.0 k N / m^{2}, 10 °$

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