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Verification and calibration of the design methods for rock socketed drilled shafts for lateral...
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Verification and calibration of the design methods for rock socketed drilled shafts for lateral loads
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Verification and calibration of the design methods for rock socketed drilled shafts for lateral loads
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Description
Title
Verification
and
calibration
of the
design
methods
for
rock
socketed
drilled
shafts
for
lateral
loads
Subject
Rock
socketed
drilled
shafts
;
Lateral
loads
;
Pressuremeter
;
P-y
method
;
Anisotropy
;
Intermediate
geomaterials
;
TA743.N88
2011x
;
Shafts
(Excavations)--Research--Ohio.
;
Rock
excavation--Ohio.
;
OTP
1.23/7:2011-05
Description
"
February
2011.
";
Executive
summary
report
(4
p.)
laid
in.
;
Includes
bibliographical
references
(R1-R11).
;
Final
report.
;
Sponsored
by the
Ohio
Dept
. of
Transportation
;
State
job
no
.
134348
;
Harvested
from the
web
on
5/10/11
Creator
Nusairat
,
Jamal
.
Publisher
Ohio
Dept
. of
Transportation
,
Office
of
Research
and
Development
;
Available
through
the
National
Technical
Information
Service
Contributors
Liang
,
Robert
Y.
;
Engel
,
Richard
L.
;
E.L
.
Robinson
Engineering
of
Ohio
Company.
;
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/2011/Structures/134348_FR.pdf;
http://worldcat.org/oclc/721935113/viewonline
Description-Abstract
This
project
was
aimed
at:
(1)
evaluating
and
developing
design
methods
for
laterally
loaded
drilled
shafts
socketed
in
anisotropic
rock
,
(2)
Develop
a
p-y
criterion
that
can
be
used
to
analyze
the
response
of
drilled
shaft
socketed
into
transversely
isotropic
rock
or
jointed
rock
,
(3)
Develop
a
new
methodology
for
determining
the
five
elastic
constants
of a
transversely
isotropic
rock
medium
using
the
in-situ
pressuremeter
test
device
,
(4)
Develop
a
new
equation
for
estimating
the
transverse
isotropic
rock
shear
modulus
,
(G')
using
other
elastic
constants
.
(5)
Develop
a
new
methodology
to
obtain
a
p-y
criterion
using
in-situ
pressuremeter
technique
that
can
be
used
to
analyze
the
response
of
drilled
shaft
socketed
into
transversely
isotropic
rock
. The
hyperbolic
p-y
criterion
for
rock
proposed
in
SJN
134137
based
on the
field
test
data
and
extensive
theoretical
work
was
further
validated
using
additional
load
test
data
.
Validation
of the
proposed
p-y
criterion
of
rock
was
carried
out
by
comparing
the
predictions
of
shaft
deflections
and
bending
moments
using
the
hyperbolic
p-y
criterion
against
actual
lateral
load
tests
results
.
Based
on the
findings
of this
study
, a
complete
solution
for the
design
of
drilled
shafts
socketed
in
anisotropic
rock
or
intermediate
geomaterials
under
lateral
loads
is
provided
.
Date-Issued
[2011]
Format-Extent
1
v
.
(various
pagings)
:
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
OCLC number
721935113
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