In a saturated soil deposit having a density of $22 k N / m^{3}$ , the effective normal stress on horizontal plane at 5 m depth will be

- 1
  
  $22 k N / m^{2}$
- 2
  
  $55 k N / m^{2}$
- 3
  
  $60 k N / m^{2}$
- 4
  
  $110 k N / m^{2}$

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