To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
Subject: Re: Laterally loaded piers
From: Ken McClure <kmcclure(--nospam--at)f-w.com>
Date: Thu, 27 May 1999 11:22:41 -0500
It's old, but here is a design methodology that we've used for laterally loaded piers:
Concrete Report from the Portland Cement Association (PCA)
titled, Design of Concrete Foundation Piers by Frank Randell, dated May 1968.
The report includes a wealth of references as well as design criteria.