GATE Civil Engineering
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The plate load test was conducted on a clayey strata by using a plate of $0.3 \: m \times 0.3 \: m$ dimensions, and the ultimate load per unit area for the plate for found to be $180$ kPa. The ultimate bearing capacity (in kPa) of a $2$ m wide square footing would be

  1. $27$
  2. $180$
  3. $1200$
  4. $2000$
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