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Recent content by GeotechinTraining

  1. GeotechinTraining

    Correction for rubber membrane in CU triaxial test

    If you're testing very soft or sensitive clays, it can be important. From my graduate lab class: Membrane resistance (N) = -pi*initial membrane diameter* thickness * 140 N/cm^2 * (axial strain +0.66*volumetric strain) Volumetric strain is 0 for undrained shear

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