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Recent content by TorqueChop
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IBC Presumptive Soil Values for Retaining Walls
My supervisor was hoping that I could design a short 4' retaining wall without a geotech report using the minimum presumptive soil values in the IBC 2012. I found the assumed active and at rest pressures in table 1610.1, but I have not been able to locate any minimum passive pressures. Can you...- TorqueChop
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- Replies: 1
- Forum: Earth retention engineering
