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RE: Soil Stabilization

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>I have a
>project that consists of a foundation that was constructed on a site
>that has a 30k dynamic cyclic lateral loading.

Heavens to Blodgett--this wouldn't be service loading, would it? ;-> 

Christopher Wright P.E.    |"They couldn't hit an elephant from
chrisw(--nospam--at)        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)