Kz elastic foundation coefficient - what it really means?
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Kz elastic foundation coefficient - what it really means?
Kz elastic foundation coefficient - what it really means?
I am not a geotechnical engr.; is the "elastic foundation coefficient" Kz used by RSA (found in Geometry>Properties>FE thickness dialog in Parameters of foundation elasticity) the same as "modulus of subgrade reaction" Ks from a soils study?
For use in RSA does one has to transform Ks into Kz? How does one do such conversion?
