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Question

The compression curve (void ratio, e vs, effective stress, σv) for a certain clayey soil is a straight line in a semi-logarithmic plot and it passes through the points (e = 1.2; σv=50kPa) and (e = 0.6; σv=800kPa). The compression index (up to two decimal places) of the soil is
  1. 0.5

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