Consolidation ratio of the soil at the unloaded condition

Reference no: EM1385540

At a vertical stress of 200kpa, the void ratio of a saturated soil sample tested in an odometer 1.52 and leis on the normal consolidation line. An increment of vertical stress of150kpa compress the sample to a void ratio of1.43. What is the over consolidation ratio of the soil at the unloaded condition.

Reference no: EM1385540

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