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  1. Asalam Walikum, I encountered with the design of foundation with uplift. The soil report recommends me to design foundation that resists atleast 1 tsf while placing foundation. How can I made my foundation pad to resist 1tsf without any load from top. I am attaching the soil report and hope tha...
  2. Dear Members, I am trying to model a Raft in Csi SAFE with water uplift pressure applied as a negative surface load on Raft. After analyzing the model, I get negative pressure values which doesn't depict the original condition. I have been through CSI Knowledge base about utilizing option of "No...
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