Given that $c = 2 t / m^{2}, ϕ = 0 ° a n d y = 2 t / m^{3}$ , the depth of tension crack developing in a cohesive soil backfill would be

- 1
  
  1 m
- 2
  
  2 m
- 3
  
  3 m
- 4
  
  4 m

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