An undrained triaxial compression test is carried out on a saturated clay sample under a cell pressure of $100 k N / m^{2}$ . The sample failed at a deviator stress of $200 k N / m^{2}$ . The cohesion of the given sample of clay is

- 1
  
  $50 k N / m^{2}$
- 2
  
  $100 k N / m^{2}$
- 3
  
  $200 k N / m^{2}$
- 4
  
  $300 k N / m^{2}$

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