A cormally consolidated clay layer settles 1 cm when the pressure increases frm $1 k g / c m^{2} t o 2 k g / c m^{2}$ . Additional settlement for the same soil for further increase of pressure from $2 k g / c m^{2} t o 4 k g / c m^{2}$ will be

- 1
  
  1 cm
- 2
  
  2 cm
- 3
  
  3 cm
- 4
  
  4 cm

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