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Showing results for tags 'uplift soil'.
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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 that seniour engineer will recommend me.
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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 "Non Linear Allow Uplift" but my model keeps on doing iteration and doesn't show up any result. Has any body have similar experience in modeling Raft like this. Will appreciated your help. Thanks alot.
