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Reinforced-soil embankment on soft foundation
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Reinforced-soil embankment on soft foundation
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1525.pdf
Description
Title
Reinforced-soil
embankment
on
soft
foundation
Subject
624.1/51
;
TE210.8.O3
W8
2000x
;
Roads--Ohio--Embankments--Design
and
construction--Testing.
;
Soil
stabilization--Ohio.
;
Geotextiles--Ohio--Testing.
;
OTP
1.23/7:2000-002
Description
Title
from
cover.
;
Prepared
in
cooperation
with the
U.S
.
Dept
. of
Transportation
,
Federal
Highway
Administration.
; "
January
2000.
";
Executive
summary
laid
in.
;
Includes
bibliographical
references
(p
.
40).
;
Final
report.
;
Performed
by the
Ohio
State
University
Dept
. of
Civil
Engineering
and
sponsored
by the
Ohio
Dept
. of
Transportation
under
State
Job
no
.
14672(0)
;
Harvested
from the
web
on
6/9/06
Creator
Wu
,
Tien
H
.
Publisher
Ohio
Dept
. of
Transportation
;
Available
through
the
National
Technical
Information
Service
Contributors
Ohio
State
University
.
Dept
. of
Civil
Engineering.
;
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Language
eng
Relation
Also
available
online
;
Adobe
Acrobat
Reader
required.
;
http://www.dot.state.oh.us/research/2000/Geotechnical/14672-FR.pdf;
http://digitalarchive.oclc.org/request?id%3Doclcnum%3A44475566
Description-Abstract
A
section
of
I-670
in
Columbus
,
OH
,
constructed
during
1997-1998
,
includes
a
33
ft
.
(l0
m)
high
embankment
over
a
deposit
of
very
soft
sludge
. The
design
used
geosynthetics
for
reinforcement
of the
embankment
and
wick
drains
to
accelerate
the
consolidation
in the
sludge
.
Stage
construction
was
used
to
allow
consolidation
of the
sludge
. To
verify
the
design
assumptions
, a
test
embankment
was
completed
in
1993
. The
performance
of the
test
embankment
provided
the
information
for the
design
of the
full
scale
embankment
. This
project
provided
the
opportunity
to
demonstrate
the
application
of
research
findings
from the
test
embankment
to
actual
design
and
construction
. The
objective
was to
demonstrate
how
research
findings
can
be
used
in
design
and
construction
. This
report
shows
(1)
how the
results
of the
test
embankment
were
used
in the
design
of the
full-scale
embankment
and
prediction
of the
embankment
performance
,
(2)
how
observation
of the
embankment
performance
can
be
used
as
construction
control
and
(3)
how the
results
can
be
used
in
future
application
of
similar
technology
.
Date-Issued
2000]
Format-Extent
40
p
. :
ill
. ;
28
cm
.
Format-Medium
Government
Publication
PDI.Date
2000-01
PDI.Title
Reinforced-soil
embankment
on
soft
foundation
/
OCLC number
44475566
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