GATE CE 2018 Set 1 — Question 56

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NAT+2 / -0MediumCompression IndexConsolidationGeotechnical Engineering

Geotechnical Engineering → Consolidation → Compression Index

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The void ratio of a soil is 0.550.55 at an effective normal stress of 140140 kPa. The compression index of the soil is 0.250.25. In order to reduce the void ratio to 0.40.4, an increase in the magnitude of effective normal stress (in kPa, up to one decimal place) should be ______
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