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Field instrumentation, monitoring of drilled shafts for landslide stabilization and development of...
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Field instrumentation, monitoring of drilled shafts for landslide stabilization and development of pertinent design method
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Field instrumentation, monitoring of drilled shafts for landslide stabilization and development of pertinent design method
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Description
Title
Field
instrumentation
,
monitoring
of
drilled
shafts
for
landslide
stabilization
and
development
of
pertinent
design
method
Subject
Drilled
shaft
;
Slope
stability
;
Arching
;
TA710.3.O3
L53
2010
;
Slopes
(Soil
mechanics)--Ohio--Stability.
;
Shafts
(Excavations)
;
Landslides--Ohio--Prevention.
;
OTP
1.23/7:2010-15
Description
"
Prepared
in
cooperation
with the
Ohio
Department
of
transportation
and the
U.S
.
Department
of
Transportation
,
Federal
Highway
Administration.
"; "
November
2010.
"; "
FHWA/OH-2010/15--Technical
rept
.
documentation
p.
;
Includes
bibliographical
references
(p
.
215-224).
;
Sponsored
by
Ohio
Dept
. of
Transportation
;
State
job
no.
:
134238
;
Harvested
from the
web
on
1/27/11
Creator
Liang
,
Robert
Y
.
Publisher
Ohio
Dept
. of
Transportation
,
Innovation
,
Research
&
Implementation
Section
;
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.
;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Geotechnical/134238-FR.pdf;
http://worldcat.org/oclc/698372490/viewonline
Description-Table Of Contents
A
user's
manual
for
UA
SLOPE
Program
.
Version
2.1
(Nov
.
2010)
.
Description-Abstract
The
design
method
for
using
a
single
row
,
spaced
drilled
shafts
,
socketed
into a
firm
rock
strata
, to
stabilize
an
unstable
slope
has been
developed
in this
research
. The
soil
arching
due
to the
presence
of
spaced
drilled
shafts
in a
slope
was
observed
in
3-dimensional
finite
element
simulations
and
field
monitoring
data
. A
comprehensive
3-D
finite
element
parametric
study
was
used
to
derive
an
empirical
equation
to
quantify
the
arching
induced
load
transfer
. A
limiting
equilibrium
based
slope
stability
analysis
method
,
incorporating
the
arching
effect
, was
developed
and
coded
into a
PC
based
program
UA
SLOPE
2.1
, to
allow
for
analysis
of the
factor
of
safety
of the
shaft/slope
system
and the
earth
thrust
on the
drilled
shaft
. The
developed
analysis
and
design
method
was
validated
based
on
more
than
40
cases
of
3-dimensional
finite
element
simulations
,
covering
a
wide
range
of
slope
geometry
,
soil
strength
parameters
, and the
drilled
shaft
diameter
,
spacing
, and
location
conditions
.
Three
slope
stabilization
projects
in
Ohio
involving
the
use
of
drilled
shafts
were
monitored
with
instrumentations
to
obtain
a
3-year
performance
data
of the
stabilized
slope
and to
validate
the
design
based
on the
developed
method
. In
addition
, a
field
testing
program
at the
ATH-124
Project
site
was
conducted
to
quantify
arching
during
several
stages
of
surcharge
load
induced
slope
movements
. The
developed
UA
SLOPE
2.1
program
was
verified
by
comparisons
with the
calibrated
finite
element
simulation
results
of this
field
surcharge
loading
condition
. The
UA
SLOPE
2.1
program
is
recommended
for
use
in
finding
an
optimized
design
(i.e.
,
location
,
diameter
, and
spacing)
of the
drilled
shafts
to
stabilize
an
unstable
slope
.
Date-Issued
[2010]
Format-Extent
xiv
,
224
,
21
p
. :
ill
. ;
28
cm
.
Format-Medium
Government
Publication
OCLC number
698372490
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