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  1. laymfpres

    PT Slab on Grade with Liquefaction

    I was given a soils report where expansive soils are not a problem, instead the project site is subject to liquefaction (up to 2 inches). The jurisdiction is requiring that we design the foundation as a post-tension slab on grade. Has anybody ever heard of this? I'm not sure how to go about...
  2. laymfpres

    PT Slab on Grade & Liquefaction

    I was given a soils report where expansive soils are not a problem, instead the project site is subject to liquefaction. The jurisdiction is requiring that we design the foundation as a post-tension slab on grade. Has anybody ever heard of this? I'm not sure how to go about my design because...

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