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  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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