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  1. newton303

    hi all the area spring stiffness i

    I am not an expert in soil, but, from reading in Bowles' book &quot; foundation analysis and design&quot;, there is a table giveing qu versus ks such as clayey soil: qu less than 200 kPa ; ks =12000-24000 kN/m3 200 <qu< 400 kPa; ks=24000-48000 kN/m3 So the ratio you metioned...
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