A rectangular footing 1 m x 2 m is placed at a depth 2 m in a saturated clay behaving an unconfined compressive strength of $100 k N / m^{2}$ . Accoridng to Skempton, the net ultimate bearing capacity is

- 1
  
  $420 k N / m^{2}$
- 2
  
  $412.5 k N / m^{2}$
- 3
  
  $385 k N / m^{2}$
- 4
  
  $350 k N / m^{2}$

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