The bearing capacity of a strip footing on a saturated clay is $120 k N / m^{2}$ . The bearing capacity of a circular footing (diamter=width) will be

- 1
  
  more than $120 k N / m^{2}$
- 2
  
  equal to $120 k N / m^{2}$
- 3
  
  less than $120 k N / m^{2}$
- 4
  
  any of the above

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