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A strip footing is resting on the ground surface of a pure clay bed having an undrained cohesion $c_u$. The ultimate bearing capacity of the footing is equal to

  1. $2 \pi \: c_u$
  2. $\pi \: c_u$
  3. $( \pi +1)  \: c_u$
  4. $(\pi + 2)  \: c_u$
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