Select the incorrect statement

- 1
  
  Static formulae are suitable for friction piles driven through cohesive soils
- 2
  
  Dynamic formulae are most suitable for friction piles driven through cohesive soils
- 3
  
  Dynamic formulae are suitable for friction piles driven through cohesionless soils
- 4
  
  Dynamic formulae do not take into account the reduced bearing capacity of a pile in a group

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