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Performance of dowel bars and rigid pavement
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Performance of dowel bars and rigid pavement
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1134.pdf
Description
Title
Performance
of
dowel
bars
and
rigid
pavement
Subject
TE278.2.S37
2001
;
Reinforcing
bars.
;
Pavements
,
Concrete--Ohio--Joints.
;
Pavements
,
Reinforced
concrete--Ohio--Design
and
construction.
;
OTP
1.23/23:2001-01/pt.1
Description
"
June
,
2001.
";
Executive
summary
laid
in.
;
Includes
bibliographical
references
(p
.
33).
;
Performed
in
cooperation
with the
Ohio
Research
Institute
for
Transportation
and the
Environment
for the
Federal
Highway
Administration
,
U.S
.
Dept
. of
Transportation
and the
Ohio
Dept
. of
Transportation
under
state
job
no
.
14667(0)
;
Harvested
from the
web
on
12/23/05
Creator
Sargand
,
S
.
M
.
(Shad
M.)
Publisher
Center
for
Geotechnical
and
Environmental
Research
,
Ohio
University
;
Available
through
the
National
Technical
Information
Service
Contributors
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration.
;
Ohio
University
.
Center
for
Geotechnical
and
Environmental
Research.
;
Ohio
Research
Institute
for
Transportation
and the
Environment
.
Type
Text
Language
eng
Relation
Also
available
online
from the
Dept.
of
Transportation's
Web
site
;
Adobe
Acrobat
Reader
required.
;
http://www.dot.state.oh.us/research/2001/Pavement/14667-FR.pdf;
http://digitalarchive.oclc.org/request?id%3Doclcnum%3A47884268
Description-Abstract
The
economic
burden
associated
with
repairing
and
maintaining
existing
highway
pavements
is
rapidly
consuming
an
increasingly
significant
portion
of the
annual
transportation
budget
.
One
of the
major
areas
of
concern
is
the
repair
of
rigid
pavements
resulting
from
premature
distress
at
transverse
contraction
joints
. The
performance
of
Portland
cement
concrete
joints
in
transferring
traffic
loads
to
adjacent
slabs
is
influenced
by
several
factors
,
including
temperature
and
moisture
distributions
within
the
slabs
,
physical
properties
of the
base
and
subgrade
underlying
the
pavement
,
moisture
content
of the
subgrade
, and the
type
,
size
and
spacing
of
dowel
bars
.
Finite
element
methods
have been
used
with
some
success
in
analyzing
concrete
pavement
systems
containing
joints
and
cracks
. The
accuracy
of these
methods
,
however
,
depends
upon
how
realistically
the
properties
of the
concrete
and
subgrade
, the
dowel
concrete
interaction
, and
traffic
loading
can
be
modeled
. These
procedures
must
then be
verified
and
calibrated
with
data
obtained
on
in-service
pavements
. To
date
,
stresses
induced
in
dowel
bars
and
concrete
slabs
from
environmental
cycling
and
dynamic
loading
have not been
determined
in the
field
.
Date-Issued
2001]
Format-Extent
vi
,
40
p
. :
ill.
,
charts
;
28
cm
.
Format-Medium
Government
Publication
PDI.Date
2001-06
PDI.Title
Performance
of
dowel
bars
and
rigid
pavement
/
OCLC number
47884268
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