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    Hi all, Does anyone know the reason why the inclination angle of the soil nail with horizontal 10 to 20 degrees is effective and if we increase the angle, strength is not effective and tension changes into compression? Thanks.

  • Shear strength profile at a line cross section?

    How can I create a profile of shear strength along x direction at a particular depth of my soil model (MCC) in PLAXIS 2D?
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