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Evaluation of cone penetration testing (CPT) for use with transportation projects
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Evaluation of cone penetration testing (CPT) for use with transportation projects
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Evaluation of cone penetration testing (CPT) for use with transportation projects
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Description
Title
Evaluation
of
cone
penetration
testing
(CPT)
for
use
with
transportation
projects
Subject
Cone
penetration
testing
;
Penetration
resistance
;
Subsurface
investigation
;
Data
correlation
;
TA710.5.S84
2011x
;
Soils--Ohio--Testing.
;
Soil
penetration
test.
;
OTP
1.23/7:2011-07
Description
Performed
by:
Dept
. of
Civil
and
Environmental
Engineering
and
Geodetic
Science
, The
Ohio
State
University.
; "
April
2011.
"; "
FHWA/OH-2011/7--P
.
ii.
;
Includes
bibliographical
references
(p
.
97-99).
;
Sponsoring
agency
:
Office
of
Research
[and
Development]
,
Ohio
Dept
. of
Transportation
;
State
job
no
.
134371
;
Harvested
from the
web
on
7/6/11
Creator
Stern
,
Alexander
N
.
(Alexander
Nicholas)
Publisher
Ohio
Dept
. of
Transportation
;
Available
through
the
National
Technical
Information
Service
Contributors
Fox
,
Patrick
J
.
(Patrick
Joseph)
;
Ohio
.
Dept
. of
Transportation
.
Office
of
Research
and
Development.
;
Ohio
State
University
.
Dept
. of
Civil
and
Environmental
Engineering
and
Geodetic
Science
.
Type
Text
Language
eng
Relation
Also
available
online.
;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2011/Geotechnical/134371-FR.pdf;
http://worldcat.org/oclc/739098347/viewonline
Description-Abstract
Cone
Penetration
Testing
(CPT)
has
many
advantages
as a
means
for
subsurface
investigation
.
CPT
consists
of
pushing
a
steel
cone
into the
ground
and
recording
the
penetration
resistance
using
sensors
.
Pore
pressure
,
shear
wave
velocity
and
other
measurements
can
also be
taken
using
CPT
.
Several
states
have
incorporated
CPT
into their
subsurface
investigation
programs
and the
Ohio
Department
of
Transportation
(ODOT)
has
funded
this
project
as a
first
step
toward
routine
use
of
CPT
in
Ohio
.
CPT
soundings
were
completed
at
20
sites
throughout
Ohio
and the
data
were
correlated
with
corresponding
data
obtained
from
standard
penetration
and
laboratory
testing
.
Clear
correlation
trends
for the
17
different
ODOT
soil
types
were not
obtained
and a
larger
database
is
needed
to
improve
the
correlations
.
Guidelines
for
CPT
machine
operation
and
data
analysis
are
presented
.
Existing
correlations
for
engineering
parameters
are also
discussed
.
CPT
is
expected
to
become
a
useful
tool
for
ODOT
subsurface
exploration
work
and
provide
considerable
cost
savings
over
the
long
term
.
Date-Issued
2011]
Format-Extent
xiv
,
108
,
2
p
. :
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
OCLC number
739098347
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