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Recent content by eline123

  1. eline123

    saturation the dry sand for triaxial test

    I think that for soil with low compressibility coefficient (cd< 0.145e-04) where the squeleton of the soil is rigid, you won't be able to reach a B value superior than 0.69 for a Sr of even 99.5%. (see Black and Lee, 1983)
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