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Re: Retaining Wall Seismic Loads

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Not overturning or sliding damage, but I can recall seeing, many years ago, a photo of a concrete culvert -- concrete walls, floor, and top, maybe 8' tall and 10' wide or so -- with both of its side walls punched inward due to earthquake forces.  Possible in the Anchorage era, around 1964 or so.

Since earthquake movement travels through the ground in waves it seems obvious that there will be some instantaneous and short-lived increase in soil pressure on a retaining wall.  Whether it is justified to increase the strength of a wall to resist those forces is another matter entirely, which I will leave to others wiser than I.

Ralph

In a message dated 7/21/09 7:09:18 AM, sgordin(--nospam--at)sgeconsulting.com writes:
Maybe, this is due to the fact that the seismic soil pressures are so - to say the least - over-conservative? 
 
Does anybody on this List have a first-hand experience with the earthquake-induced sliding or overturning damage to a "regular" retaining wall (up to 12 feet tall, and not on a path of a larger landslide)?
 
Thanks,
 
V. Steve Gordin, SE
Irvine CA

    

----- Original Message -----
From: Garner, Robert
To: seaint(--nospam--at)seaint.org
Sent: Tuesday, July 21, 2009 06:52
Subject: RE: Retaining Wall Seismic Loads


We too follow our Geotech who frequently makes recommendations for revised safety factors as noted in this post. 
 
How can Geotechs "deviate" from The Code like this?
 



From: erik_g(--nospam--at)cox.net [mailto:erik_g(--nospam--at)cox.net]
Sent: Monday, July 20, 2009 8:54 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Retaining Wall Seismic Loads

 
In the past when I added the seismic load to a basement retaining wall, the resulting footing was very large. I talked to the geo-eng and he said that I can use a F.S. of 1.1 for sliding & overturning, since the load is very short duration. If you do this the footing sizes are not so big. Just a thought. 

 

 

 

 

 

 -----Original Message-----
From: Salvador Dorado [mailto:sdorado(--nospam--at)tbengineeringinc.com]
Sent: Monday, July 20, 2009 2:51 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Retaining Wall Seismic Loads


Very helpful information.  Thank you.



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