Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Pile supported foundation wall design

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Me too.  And most likely some of the piles will be battered to help with
the shear due to the retained earth pressure.

FWIW, had a problem like this on the PE exam...many, many moons ago.  I,
of course, suffered from a "brain cramp" while doing the problem at that
time.  <grin>


Adrian, MI

On Mon, 15 Aug 2005, M. David Finley, P.E., P.A. wrote:

> That is what I envisioned.  The front piles are in compression and the rear
> piles are in uplift.  It works well with auger-cast piles.
> David Finley
> M. David Finley, P.E., P.A.
> 2086 SW Main Boulevard - Suite 111
> Lake City, FL  32025
> 386-752-6400

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********