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Found 2 results

  1. anyone please advice how to design slab rest on grade? anyone have a referen? i have analyse with SAFE, but i still not confirm with the value of k (subgrade modulus) and the load. that the load assign full on the slab or just partial load at the critical location? thanks
  2. Can any one brief the basic definition of Slab on Grade .Where we need it and why .?
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