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  1. highlander1

    Frost Uplift in Granular Soils with shallow phreatic level

    Hi to all of you, I’m currently working in a project where extremely low temperatures are reached in winter and can occasionate frost heave. The soil is granular with few clay and silt particles (theoretically no problem), but phreatic level is between 1-2.5ft depth, while frost depth is about...
  2. highlander1

    Skin friction for tension in layered soil

    Hi all, I’m having some troubles finding the best method to simulate skin friction in rammed piles for tensional forces. Currently I’m working with Das&Seely method but doesn’t works properly for a layered soil under my opinion. Any recommendations for such situations? Thank you,

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