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  • Users: M. Tecle
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  1. M. Tecle

    Variation of void ratio during primary consolidation test

    The following is a summary of a primary consolidation test on a silty clay with trace sand & gravel. Load, psf Strain Void Ratio t50, min Cv, ft2/day 100 0.00 0.51 0.00 N/A 500 0.41 0.51 1.00 0.40 1000 0.90 0.50...

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