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Drilled shaft testing at Washington County segmental bridge and Hamilton-50 test site
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Drilled shaft testing at Washington County segmental bridge and Hamilton-50 test site
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1327.pdf
Description
Title
Drilled
shaft
testing
at
Washington
County
segmental
bridge
and
Hamilton-50
test
site
Subject
TE716.O3
A37
no
.
2000-
008
TG320
;
Bridges--Ohio--Foundations
and
piers--Testing.
;
Shafts
(Excavations)--Testing.
;
OTP
1.23/7:2000-008
Description
"
February
2000.
"; "
June
2000"--Technical
rept
.
documentation
page.
; "
December
2000"--Cover.
;
Executive
summary
laid
in.
;
Includes
bibliographical
references.
;
Final
report.
;
Prepared
in
cooperation
with the
U.S
.
Dept
. of
Transportation
,
Federal
Highway
Administration
and
sponsored
by the
Ohio
Dept
. of
Transportation
under
state
job
no.
;
Harvested
from the
web
on
3/13/06
Creator
Liang
,
Robert
Y
.
Publisher
University
of
Akron
,
Dept
. of
Civil
Engineering
;
Available
through
the
National
Technical
Information
Service]
Contributors
University
of
Akron
.
Dept
. of
Civil
Engineering.
;
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Language
eng
Relation
Also
available
online
from the
Ohio
Dept.
of
Transportation's
Web
site
;
Adobe
Acrobat
Reader
required.
;
http://www.dot.state.oh.us/research/2000/Structures/14707-FR.pdf;
http://digitalarchive.oclc.org/request?id%3Doclcnum%3A46654573
Description-Abstract
A
total
of
four
lateral
load
tests
on
eight
fully
instrumented
drilled
shafts
have been
successfully
carried
out
. The
test
data
and
analysis
results
have been
submitted
to
ODOT
structure
office
in a
timely
manner
to
allow
ODOT
engineers
to
implement
these
test
results
into
design
.
Specifically
,
two
load
tests
have been
conducted
at
Putnam
bridge
site
with the
shafts
diameter
of
1.22-m
(48-inch)
and
shaft
length
of
14-m
and
9-m
respectively
. Also,
two
lateral
load
tests
have been
conducted
at
CLE-50
site
with the
shafts
diameter
of
1.067-m
(42-inch)
and
shaft
length
of
5.48-m
(1
8-ft)
, and
9.62-m
(264)
respectively
.
Test
results
included
the
load-displacement
relationship
at the
shaft
head
, and
strains
and
deflections
along
shaft
length
at
different
load
levels
. In
addition
to
lateral
load
testing
a
new
back-analysis
method
was
employed
to
demonstrate
the
benefits
of
deriving
the
p-y
relationship
from the
curve-fitting
back-analysis
techniques
.
Date-Issued
2000
Format-Extent
1
v
.
(various
pagings)
:
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
PDI.Date
2000-12
PDI.Title
Drilled
shaft
testing
at
Washington
County
segmental
bridge
and
Hamilton-50
test
site
/
OCLC number
46654573
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