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Re: Retaining wall design pressures

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The user's manual for retain pro states: If a portion of retained height is
below a water table, the active pressure of the saturated soil will increase
below this level. The additional pressure for the saturated soil is equal to
the pressure of the water, plus the weight of soil in water (62.4-1), plus
the (any?)surcharge of the soil above the water table.

Jeff Smith

-----Original Message-----
From: Barry H. Welliver <wellive(--nospam--at)ibm.net>
To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Date: Friday, August 28, 1998 1:13 PM
Subject: Retaining wall design pressures


>What are opinions regarding retaining wall design pressures when the
>backfill material is completely saturated i.e. water table up to the
>ground surface.
>
>Would the full active equivalent fluid pressure of the soil be additive
>with a full hydrostatic design pressure??
>
>Barry H. Welliver
>wellive(--nospam--at)ibm.net
>
>
>
>