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RE: Battered piers/piles

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1)

Auger cast piles can be battered but it is not recommended for all soils. I would ask the geotech if there may be installation problems in the soil you are working with.

2) and 3)

Your statics is not being met. You may be analyzing the structure with only 2 reactions instead of the required 3 giving an unstable structure.


Will Haynes, P.E.






From: "Stuart, Matthew" <mstuart(--nospam--at)schoordepalma.com>
Reply-To: <seaint(--nospam--at)seaint.org>
To: <seaint(--nospam--at)seaint.org>
Subject: RE: Battered piers/piles Date: Wed, 5 Jan 2005 15:43:27 -0500

I've seen auger cast piles installed up to 15 degrees from vertical.

Matthew Stuart

________________________________

From: Sherman, William [mailto:ShermanWC(--nospam--at)cdm.com]
Sent: Wed 1/5/2005 3:19 PM
To: seaint(--nospam--at)seaint.org
Subject: Battered piers/piles



A few questions regarding battered piers/piles:

1. Can drilled concrete shafts be installed with a batter? (I would
think not, but I've heard rumor that it has been done before.)

2. If I have a deep soil retaining structure with significant lateral
load, I can come up with battered steel H-piles driven to refusal in
rock to resist the lateral load (2V:1H batter). But if I assume that the
pile resists the load axially, there is a significant vertical component
that exceeds the total vertical load of the structure - what happens to
the excess vertical reaction from the pile? (Most references I've seen
say to design the battered pile for the total lateral load but do not
address what to do about unbalanced vertical loads. But it seems that
the free-body diagram does not balance. How do bridge abutments using
battered piles handle this?)

3. Similarly, if I remove the lateral load but still want to resist
vertical load (such as for dead weight without applied lateral load),
the vertical reaction in the battered pile creates an unbalanced lateral
load (if it acts axially). What happens to the unbalanced lateral load?
(My proposed solution is to install equal and opposite battered piles to
exactly offset the lateral load - and neglect these battered piles when
in tension for the laterally loaded case.)

Any input or references would be appreciated.


William C. Sherman, PE
(Bill Sherman)
CDM, Denver, CO
Phone: 303-298-1311
Fax: 303-293-8236
email: shermanwc(--nospam--at)cdm.com

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