What is the over consolidation ratio of the soil

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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 of 150kpa compress the sample to a void ratio of1.43. what is the over consolidation ratio of the soil at the unloaded condition.

Reference no: EM13211297

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