slab-on-ground design for heavy loads
 

slab-on-ground design for heavy loads
could someone recommend a design procedure for a slab-on-ground with heavy loads (ex: airplane wheel load). i've found the wri procedure for slab-on-ground foundations, but it seems to specify only light, residential loads. i've also looked at the wri innovative ways to reinforce slabs-on-ground" however my design load (67 psi) is off the pca chart it recommends for determining slab thickness.
i appreciate the help!
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