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Long-term monitoring of pipe under deep cover
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Long-term monitoring of pipe under deep cover
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Long-term monitoring of pipe under deep cover
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Description
Title
Long-term
monitoring
of
pipe
under
deep
cover
Subject
TE716.O3
A37
no
.
07-15
;
Underground
plastic
pipe--Ohio--Testing.
;
Drainage
pipes--Ohio--Testing.
;
Fills
(Earthwork)--Ohio--Testing.
;
OTP
1.23/7:2007-15
Description
Cover
title.
; "
September
2007.
";
Executive
summary
laid
in.
;
Includes
bibliographical
references
(p
.
99-102).
;
Final
report.
;
Performed
by
Ohio
Research
Institute
for
Transportation
and the
Environment
(Dept
. of
Civil
Engineering
,
Ohio
University)
for the
Federal
Highway
Administration
and
Ohio
Dept
. of
Transportation
Office
of
Research
and
Development
;
Harvested
from the
web
on
8/2/11
Creator
Sargand
,
S
.
M
.
(Shad
M.)
Publisher
Ohio
Research
Institute
for
Transportation
and the
Environment
;
Available
through
the
National
Technical
Information
Service
Contributors
Masada
,
Teruhisa.
;
Ohio
.
Dept
. of
Transportation.
;
Ohio
Research
Institute
for
Transportation
and the
Environment.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Language
eng
Relation
Also
available
online
;
Adobe
Acrobat
Reader
required.
;
http://worldcat.org/oclc/181031726/viewonline;
http://www.dot.state.oh.us/research/2007/Hydraulics/Executive%20Summary%20_Job%2014797_%204-page.pdf
Description-Abstract
In the
study
described
in this
report
, the
ORITE
research
team
monitored
from
2000
to
2005
the
field
structural
performance
of the
eighteen
thermoplastic
pipe
structures
at the
deep
burial
project
site
located
in
Albany
,
Ohio
. In the
fall
of
2004
, the
team
introduced
controlled
cuts
or
notches
to the
select
pipe
structures
and
recorded
the
pipe
wall
responses
to the
defects
using
strain
gages
. The
team
also
removed
small
coupon
specimens
from the
end
sections
of the
select
7-year
old
thermoplastic
pipes
and
examined
them by the
standard
tensile
modulus/strength
test
method
in the
laboratory
. The
long-term
field
data
indicated
that the
pipe
deflections
had been
fairly
stable
since
the
first
year
,
while
the
soil
pressures
acting
around
the
pipes
had been
fluctuating
seasonally
in
each
year
.
According
to
theoretical
analysis
,
seasonal
changes
in the
air
temperature
were
responsible
for the
soil
pressure
fluctuations
, not the
seasonal
changes
in the
soil
moisture
conditions
.
During
the
in-situ
notching
experiments
,
strains
induced
in the
pipe
wall
by the
notching
process
always
disappeared
quickly
within
10
seconds
. There were
no
signs
of
slow
crack
growth
observed
. This was
even
true
for the
longitudinal
cuts
made
at the
crown
,
where
tensile
stresses
usually
exist
. The
laboratory
tensile
strength
test
results
showed
that the
tensile
properties
of the
thermoplastic
did
not
degrade
at
all
over
the
7
year
period
.
Overall
, the
long-term
phase
of the
ORITE
thermoplastic
pipe
deep
burial
project
showed
that
stress
relaxation
tends
to
govern
the
field
behaviors
of the
buried
thermoplastic
pipe
than
creep
. The
long-term
performance
data
collected
during
this
unique
field
study
reaffirmed
the
importance
of
installing
these
thermoplastic
pipes
properly
according
to the
current
ODOT
specifications
.
Date-Issued
2007]
Format-Extent
xx
,
215
p
. :
ill
. ;
28
cm
.
Format-Medium
Government
Publication
OCLC number
181031726
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