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Re: Rockery Retaining Walls

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If you don't mind the typical 1:4 face slope this can be analyzed as a
gravity wall.  If you require a vertical (or near) face then you will
probably tend to a concrete block or concrete face reinforced earth type.
It would appear that you need to be able to do it with minimum hardware so I
suggest designing with a face slope.  The site techniques will require a
good mason or rock wall builder since type of rock and/or face patterns may
determine style of assembly.  I have a simplified design analysis method if
there are no more readily available sophisticated ones at hand.  For block
or reinforced earth types you would be advised to consult a reputable
contractor/supplier who has the appropriate experience.

Thor Tandy  P.Eng  MCSCE
Victoria BC
Canada
vicpeng(--nospam--at)vtcg.com

-----Original Message-----
From: Rod Schenk <rs(--nospam--at)pacificdesignbuild.com>
To: seaint <seaint(--nospam--at)seaint.org>
Date: Tuesday, January 12, 1999 1:46 PM
Subject: Rockery Retaining Walls


>Has anyone ever designed a 17'-0" high 2 to 3 man rock rockery wall?  What
>kind of problems do you get into at such height.  Any good literature on
>designing such a wall and what would be good alternatives like interlocking
>block, geo-grid, etc for such heights?
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