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RE: Loads on Buried Pipes

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Try:

Thickness Design of Ductile-Iron Pipe  ANSI/AWWA C150

Buried Pipe Design,A.P. Moser, McGraw-Hill


Ron Hill, P.E.
HILL Consulting Engineering
Birmingham, Alabama  USA
Phone: 205.823.4784
FAX: 205.823.4145
Email: ronhill(--nospam--at)hillce.com
http:\\www.hillce.com

-----Original Message-----
From: Ritter, Mike [mailto:mritter(--nospam--at)lgt.lg.com]
Sent: Tuesday, March 14, 2000 7:50 AM
To: 'seaint(--nospam--at)seaint.org'
Cc: Campbell, Steve G. (Oak Ridge); Bowling, Kevin
Subject: Loads on Buried Pipes


Group,

I need a reference for evaluating a buried pipe subjected to surcharge
loads.  Specifically, Ductile Iron Pipe.  Mine is 48" diameter, buried
at least 5' below grade, and will be subjected to wheel loading.  Does
anybody have a reference for this kind of evaluation? 

Thanks in advance,  Michael Ritter, PE