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Stability of Rubble Retaining Wall 1

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FixedEarth

Geotechnical
Joined
Feb 4, 2010
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Location
US
Anyone had experience in the stability of this type of retaining wall? Thank you.
 
There's an FHWA Manual CFLTD 06-006 on rockery. I also attached a standard drawing from 1913 (NYC Bronx Borough President) on construction of dry rubble walls.

I've inspected several hundred rubble walls, quite a few in the 20+' height. Bulging is obviously a major concern. I've seen concrete walls that have noticeably tilted or displaced laterally; with stone they'll fail first. Another thing to look for is weathering/deterioration of stones; erosion along the base because water is meant - at least in the old days - to flow through the wall. Vegetation growing from a wall can also affect stability.

Most of the stone walls I've inspected are probably 100+ years old and generally still functioning well.
 
 http://files.engineering.com/getfile.aspx?folder=0d469ff1-6fb5-4971-8aa1-9bba9747f344&file=Dry_Rubble_wall_details.pdf
Thank you for the FHWA download information and insights.
 
Attached is a rockery design guide. It sounds like they have preformed well however I still feel slightly uncomfortable with them. Usually the ones I see are missing stones/boulders or need more frequent maintance. However these are probably not designed or not constructed properly.

EIT
www.HowToEngineer.com
 
 http://www.vulcanhammer.net/geotechnical/FHWA-CFLTD-06-006.pdf
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