in Foundation Engineering recategorized by
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Four columns of a building are to be located within a plot size of $10 \: m \times 10 \: m$. The expected load on each column is $4000$ kN. Allowable bearing capacity of the soil deposit is $100 \: kN/m^2$. The type of foundation best suited is

  1. isolated footing
  2. raft foundation
  3. pile foundation
  4. combined footing
in Foundation Engineering recategorized by
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