In a cohesionless soil deposit having a unit weight of $1.5 t / m^{3}$ and an angle of internal friction of $30 °$ , the active and passive lateral earth pressure intensities $(i n t / m^{2})$ at a depth of 10 m will, respectively, be

- 1
  
  15 and 5
- 2
  
  5 and 45
- 3
  
  10 and 20
- 4
  
  20 and 10

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