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[SEAOC] Re: [SEAOC] Re: [SEAOC] Surcharge on a retaining wall

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Hunt, Tom wrote:
> If your footings are lightly loaded your 1:1 may work but this can vary
> considerably depending on whether you are in sand or saturated clay.
> Your Boussinesq equations can be easily handled by looking at one of the
> Tri-Forcess Manuals.  In this case get a copy of "Foundations and Earth
> Structures" NAVFAC DM 7.2 (every engineering office should have one!!).

Could you please tell me where I could order this book?