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Prediction of pile set-up for Ohio soils
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Prediction of pile set-up for Ohio soils
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Prediction of pile set-up for Ohio soils
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Description
Title
Prediction
of
pile
set-up
for
Ohio
soils
Subject
'
pile
set-up
in
Ohio
soils
'; '
pile
set-up
'; '
set-up
equation
';
relaxation
;
implementation
;
TA780.K43
2011x
;
Piling
(Civil
engineering)
;
Soils--Ohio.
;
Bridges--Ohio--Foundations
and
piers.
;
OTP
1.23/7:2011-03
Description
"
February
2011.
";
Includes
bibliographical
references
(leaves
32-34).
;
Sponsored
by:
Ohio
Dept
. of
Transportation
;
State
job
no
.
134415
;
Harvested
from the
web
on
5/12/11
Creator
Khan
,
Lutful
I
.
Publisher
Ohio
Dept
. of
Transportation
,
Office
of
Research
and
Development
;
Available
through
the
National
Technical
Information
Service
Contributors
Decapite
,
Kirk.
;
Cleveland
State
University
.
Dept
. of
Civil
and
Environmental
Engineering.
;
United
States
.
Federal
Highway
Administration.
;
Ohio
.
Dept
. of
Transportation
.
Office
of
Research
and
Development
.
Type
Text
Language
eng
Relation
Also
available
online.
;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2011/Structures/134415_FR.pdf;
http://worldcat.org/oclc/722800375/viewonline
Description-Abstract
ODOT
typically
uses
small
diameter
driven
pipe
piles
for
bridge
foundations
.
When
a
pile
is
driven
into the
subsurface
,
it
disturbs
and
displaces
the
soil
. As the
soil
surrounding
the
pile
recovers
from the
installation
disturbance
, a
time
dependant
increase
in
pile
capacity
often
occurs
due
to
pile
set-up
. A
significant
increase
in
pile
capacity
could
occur
due
to the
set-up
phenomenon
. For
optimization
of the
pile
foundations
,
it
is
desirable
to
incorporate
set-up
in the
design
phase
or
predict
the
strength
gain
resulting
from
set-up
so
that
piles
could
be
installed
at a
lower
End
of
Initial
Driving
(EOID)
capacity
. In
order
to
address
the
set-up
phenomena
in
Ohio
geology
, a
research
was
conducted
by
compiling
pile
driving
data
in
Ohio
soils
obtained
from
ODOT
and
GRL
, an
engineering
company
dedicated
to
dynamic
pile
load
testing
,
located
in
Cleveland
,
Ohio
. The
set-up
data
of
twenty
three
piles
was
compiled
along
with
time
,
pile
length
,
pile
diameter
. The
liquid
limit
,
plastic
limit
,
average
clay
and
silt
content
,
average
SPT
value
were
compiled
along
the
pile
length
. In
91
%
cases
of the
driven
piles
,
some
degree
of
set-up
was
observed
.
Correlations
among
several
soil
parameters
and
pile
capacities
were
explored
. An
equation
was
proposed
between
the
final
and
initial
load
capacities
of the
piles
as a
function
of
time
and
shown
to be in
good
agreement
with the
strength
gains
of
driven
pipe
piles
in
Ohio
soils
.
Date-Issued
[2011]
Format-Extent
34
leaves
:
col
.
ill
. ;
28
cm
.
Format-Medium
Government
Publication
OCLC number
722800375
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