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  1. CBlues

    Earth Pressure Coefficients for Stiff Clays

    I'm designing a retaining wall that's roughly 18 foot high. It bears into a stiff to very stiff clay with a coefficient of friction of 0.35 and a bearing pressure of 2500 psf. The unit weight of the soil is roughly 90 pcf. I'm having a difficult time getting a sliding check to work and I'm...

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