A soil of specific gravity 2.67 has a moisture content of 20% when fully saturated 2.0 cm thick sample of this soil tested in a consolidometer shows a compression of 0.050 cm when the load is increased from 45 kN/sq.m to 90 kN/sq.m Compute the compression index of the soil.
A soil of specific gravity 2.67 has a moisture content of 20% when fully saturated 2.0 cm thick sample of this soil tested in a consolidometer shows a compression of 0.050 cm when the load is increased from 45 kN/sq.m to 90 kN/sq.m Compute the compression index of the soil.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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