GATE Civil Engineering
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A soil sample is subjected to a hydrostatic pressure, $\sigma$. The Mohr circle for any point in the soil sample would be

  1. a circle of radius $\sigma$ and center at the origin
  2. a circle of radius $\sigma$ and center at a distance $\sigma$ from the origin
  3. a point at a distance $\sigma$ from the origin
  4. a circle of diameter $\sigma$ and center at the origin
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