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Re: Active, At-Rest, Passive Soil Pressure

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Perhaps you are lucky to have a good backfill, in the
sense that a vertical cut without the wall will be
okay. Maybe, you don't need the wall at all! Why waste
the money? No offense meant.

Rajendran


--- a_more <a_more(--nospam--at)penteres.it> wrote:
> i'm sorry folks..you and the at-rest pressure don't
> make
> sense..sure..greater is better..and your butt is
> ok... but if no sheepsteps
> (or how is called there) and no
> vib-constipation..then you are only wasting
> concrete, and iron..no offense meant, as usual..
> regards
> andrea
> (yet to see my taller wall to go down..it is
> 32'...not restrained)
> 
> ----- Original Message -----
> From: "John Schenne" <jschenne(--nospam--at)localnet.com>
> To: <seaint(--nospam--at)seaint.org>
> Sent: Wednesday, August 22, 2001 12:50 AM
> Subject: Re: Active, At-Rest, Passive Soil Pressure
> 
> 
> > Rodger:
> >
> > I have used at rest pressures for design for 25
> years with no failures and
> <snipped>
> 
> 
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