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The thickness of a saturated specimen of clay under a consolidation pressure of 100 kN/m2 of is 24 mm and its water content is 20%. On enhance of the consolidation pressure to 200 kN/m2, the specimen thickness decreases by 3 mm. Verify the compression index for the soil if the specific gravity of the soil grains is 2.70.
assingnment
why strength of transition zone is less than bulk paste
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