From: "Mark D. Baker" <shake4bake(--nospam--at)earthlink.net>
Date: Thu, 13 May 1999 10:20:00 -0700
Has anyone had success trying to model an embedded pile subject to
lateral loads with Risa3d ? I know vertical load can be assessed for a
spread footing modelling plate/shell elements but I'd like to try it
with a round drilled, cast-in-place pile. Any body had success or
failure with this they would like to share?