GATE CE 2018 Set 2 — Question 53

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NAT+2 / -0EasyCompression IndexConsolidationGeotechnical Engineering

Geotechnical Engineering → Consolidation → Compression Index

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