Applied Sciences,
Journal Year:
2020,
Volume and Issue:
10(19), P. 6741 - 6741
Published: Sept. 26, 2020
In
this
study,
for
the
establishment
of
a
safety
evaluation
method,
non-destructive
tests
were
performed
by
developing
full-scale
model
pier
and
simulating
scour
on
ground
adjacent
to
field
pier.
The
surcharge
load
(0–250
kN)
was
applied
analyze
load’s
effect
stability.
For
analyzing
pier’s
behavior
according
impact
direction,
an
in
bridge
axis
length
outside
direction.
height
corresponded
top
A
1-m
deep
simulated
along
one
side
ground,
which
foundation.
acceleration
measured
using
accelerometers
when
applied.
natural
frequency,
direction
load,
calculated
fast
Fourier
transform
(FFT).
addition,
first
mode
(vibratory),
second
third
modes
(torsion)
analyzed
phase
difference,
occurrence
frequency
analyzed.
most
affected
scour.
stability
can
be
determined
mode,
mode.
Natural hazards and earth system sciences,
Journal Year:
2022,
Volume and Issue:
22(3), P. 795 - 812
Published: March 10, 2022
Abstract.
Bridges
are
critical-infrastructure
components
of
road
and
rail
transport
networks.
A
large
number
these
critical
assets
cross
or
adjacent
to
waterways
floodplains
therefore
exposed
flood
actions
such
as
scour,
hydrodynamic
loading,
inundation,
all
which
exacerbated
by
debris
accumulations.
These
stressors
widely
recognized
responsible
for
the
vast
majority
bridge
failures
around
world,
they
expected
be
due
climate
change.
While
efforts
have
been
made
increase
robustness
bridges
hazard,
many
scientific
technical
gaps
remain.
were
explored
during
an
expert
workshop
that
took
place
in
April
2021
with
participation
academics,
consultants,
decision
makers
operating
mainly
United
Kingdom
specializing
fields
risk
assessment
management
resilience.
The
objective
was
identify
prioritize
most
urgent
significant
impediments
In
particular,
following
issues,
established
at
different
levels
scales
resilience,
identified
analysed
depth:
(i)
characterization
effects
floods
on
typologies,
(ii)
uncertainties
formulae
scour
depth
assessment,
(iii)
evaluation
consequences
damage,
(iv)
recovery
process
after
(v)
decision-making
under
uncertainty
flood-critical
bridges,
(vi)
use
event
forecasting
monitoring
data
increasing
reliability
estimations.
issues
discussed
this
paper
inform
other
researchers
stakeholders
worldwide,
guide
directions
future
research
field,
influence
policies
mitigation
rapid
response
warnings,
ultimately
Open Research Europe,
Journal Year:
2025,
Volume and Issue:
5, P. 26 - 26
Published: Jan. 27, 2025
Floods
pose
a
critical
threat
to
bridge
infrastructure,
which
plays
an
essential
role
in
transportation
networks
and
economic
resilience.
This
review
examines
state-of-the-art
Structural
Health
Monitoring
(SHM)
technologies
tailored
mitigate
flood
risks,
focusing
on
their
real-world
applications
flood-prone
bridges.
A
central
feature
of
this
is
the
extensive
use
case
studies,
illustrating
diverse
SHM
methods
applied
globally
monitor
challenges
such
as
debris
accumulation,
hydrodynamic
forces,
scour—primary
causes
failures.
These
examples
provide
detailed
insights
into
like
sonar-based
devices,
scour
probes,
photographic
monitoring,
rotation-
vibration-based
techniques.
By
showcasing
specific
studies—such
bridges
monitored
using
smart
magnetic
rocks,
Interferometric
Synthetic
Aperture
Radar
(InSAR),
fibre
optic
sensors—the
highlights
practical
outcomes,
demonstrating
how
systems
enhance
resilience
through
early
detection
predictive
maintenance.
It
also
explores
implementing
these
systems,
including
environmental
sensitivity,
cost,
data
complexity,
while
identifying
gaps
integrating
hydraulic
structural
for
holistic
risk
assessments.
advocates
multidisciplinary
collaboration
advanced
data-driven
solutions,
AI-based
maintenance,
address
climate
change
impacts
increasing
risks.
bridging
cutting-edge
research
with
applications,
article
provides
actionable
scalable,
adaptive
inspiring
engineers
researchers
develop
more
resilient
infrastructure
changing
world.
Open Research Europe,
Journal Year:
2025,
Volume and Issue:
5, P. 26 - 26
Published: March 17, 2025
Floods
pose
a
critical
threat
to
bridge
infrastructure,
which
plays
an
essential
role
in
transportation
networks
and
economic
resilience.
This
review
examines
state-of-the-art
Structural
Health
Monitoring
(SHM)
technologies
tailored
mitigate
flood
risks,
focusing
on
their
real-world
applications
flood-prone
bridges.
A
central
feature
of
this
is
the
extensive
use
case
studies,
illustrating
diverse
SHM
methods
applied
globally
monitor
challenges
such
as
debris
accumulation,
hydrodynamic
forces,
scour-primary
causes
failures.
These
examples
provide
detailed
insights
into
like
sonar-based
devices,
scour
probes,
photographic
monitoring,
rotation-
vibration-based
techniques.
By
showcasing
specific
studies-such
bridges
monitored
using
smart
magnetic
rocks,
Interferometric
Synthetic
Aperture
Radar
(InSAR),
fibre
optic
sensors-the
highlights
practical
outcomes,
demonstrating
how
systems
enhance
resilience
through
early
detection
predictive
maintenance.
It
also
explores
implementing
these
systems,
including
environmental
sensitivity,
cost,
data
complexity,
while
identifying
gaps
integrating
hydraulic
structural
for
holistic
risk
assessments.
advocates
multidisciplinary
collaboration
advanced
data-driven
solutions,
AI-based
maintenance,
address
climate
change
impacts
increasing
risks.
bridging
cutting-edge
research
with
applications,
article
provides
actionable
scalable,
adaptive
inspiring
engineers
researchers
develop
more
resilient
infrastructure
changing
world.
Journal of Risk Research,
Journal Year:
2022,
Volume and Issue:
25(6), P. 791 - 806
Published: Jan. 20, 2022
This
paper
outlines
a
theoretical
framework
for
the
risk
management
of
road
infrastructures
from
perspective
organizational
studies
and
engineering
science.
The
moves
beyond
traditional
approach
analysing
each
infrastructure
in
isolation,
adopts
emerging
systemic
aimed
at
optimizing
interrelation
between
infrastructures,
while
same
time
extending
this
by
considering
actors
as
well
infrastructures.
initial
focus
is
on
interaction
parts
(infrastructure
related
actors)
within
system
administrative
boundaries)
with
two
modes:
coordination
fragmentation.
choice
fragmentation
depends
span
safety
level
risk.
Furthermore,
offer
useful
insights
decision-makers
addressing
specific
modes
governance
avoiding
lack
cooperation
ineffective
responses.
then
examines
satellite
data
obtained
differential
interferometric
synthetic
aperture
radar
(DInSAR)
geographical
information
(GIS)
platform.
aim
to
identify
system,
concerning
actors,
assess
levels
intended
most
appropriate
mode.
potential
was
tested
sample
area
Rome
(Italy),
results
reveal
significant
common
negligible
risk,
subspan
moderate
In
first
case,
desirable.
As
result,
long-term
fully
shared
solutions
can
be
adopted,
including
joint
planning
operations
standard
operating
rules.
second
indicated,
more
flexible
characterized
sharing
local
autonomy.
Applied Sciences,
Journal Year:
2023,
Volume and Issue:
13(3), P. 1661 - 1661
Published: Jan. 28, 2023
Foundation
scour
is
a
widespread
reason
for
the
collapse
of
bridges
worldwide.
However,
assessing
complex
task,
which
requires
comprehensive
understanding
phenomenon.
This
literature
review
first
presents
recent
detection
techniques
and
approaches.
Direct
indirect
monitoring
machine
learning
algorithm-based
studies
are
investigated
in
detail
following
sections.
The
approaches,
models,
characteristics
data,
other
input
properties
outlined.
outcomes
given
with
their
advantages
limitations.
Finally,
assessments
provided
at
synthesis
research.
Sensors,
Journal Year:
2023,
Volume and Issue:
23(4), P. 1871 - 1871
Published: Feb. 7, 2023
The
monitoring
of
the
coastal
environment
is
a
crucial
factor
in
ensuring
its
proper
management.
Nevertheless,
existing
technologies
are
limited
due
to
their
cost,
temporal
resolution,
and
maintenance
needs.
Therefore,
data
available
for
environments.
In
this
paper,
we
present
low-cost
multiparametric
probe
that
can
be
deployed
areas
integrated
into
wireless
sensor
network
send
database.
composed
physical
sensors
capable
measuring
water
temperature,
salinity,
total
suspended
solids
(TSS).
node
store
an
SD
card
or
them.
A
real-time
clock
used
tag
ensure
gathering
every
hour,
putting
deep
sleep
mode
meantime.
salinity
TSS
created
calibrated.
calibration
results
indicate
no
effect
temperature
found
both
interference
vice
versa.
obtained
model
characterised
by
correlation
coefficient
0.9
Mean
Absolute
Error
(MAE)
0.74
g/L.
Meanwhile,
different
models
were
based
on
using
light
wavelengths.
best
case
was
simple
regression
with
blue
light.
0.99
MAE
12
mg/L.
When
infrared
prevent
particle
sizes,
determination
0.98
57
mg/L
multiple
model.
Construction and Building Materials,
Journal Year:
2023,
Volume and Issue:
411, P. 134580 - 134580
Published: Dec. 19, 2023
Evaluating
the
scour
effects
on
masonry
arch
bridges
is
of
utmost
importance
to
ensure
continued
operational
safety
those
infrastructures.
Even
if
numerical
and
laboratory
studies
have
demonstrated
possibility
detecting
scour-induced
by
measuring
structural
response
bridges,
there
a
lack
long-term
monitoring
applications
real
structures.
Within
this
context,
paper
presents
selected
results
obtained
during
two
years
continuous
historical
bridge
evaluate
effects.
Firstly,
on-site
inspections
revealed
severe
foundation
erosion
extensive
documentary
research
was
carried
out
identify
depth
level.
Subsequently,
system
installed
in
bridge,
including
several
MEMS-based
tiltmeters,
1
echosounder,
hydrometer
weather
station.
The
correlation
between
measured
rotations
environmental
parameters
investigated
linear
regression
model
used
minimize/remove
temperature-induced
residual
errors
predicted
highlighted
occurrence
various
anomalies.
Sensors,
Journal Year:
2024,
Volume and Issue:
24(5), P. 1684 - 1684
Published: March 5, 2024
This
study
proposes
the
new
condition
monitoring
concept
of
using
features
in
measured
rotation,
or
‘pitch’
signal,
a
crossing
vehicle
as
an
indicator
presence
foundation
scour
bridge.
The
is
explored
through
two-dimensional
vehicle–bridge
interaction
modelling,
with
reduction
stiffness
under
pier
used
to
represent
effects
scour.
A
train
consisting
three
10-degree-of-freedom
carriages
cross
model
on
profiled
track,
each
varying
slightly
terms
mass
and
velocity.
An
analysis
pitch
can
clearly
identify
when
present.
further
tested
scaled
laboratory
experiment
tractor–trailer
four-span
simply
supported
bridge
piers.
support
represented
by
four
springs
pier,
which
be
replaced
reduced
mimic
effect
also
consistently
shows
divergence
between
healthy
scoured
states.
Structural Health Monitoring,
Journal Year:
2020,
Volume and Issue:
20(5), P. 2446 - 2460
Published: Oct. 6, 2020
Flood-induced
scour
is
among
the
most
common
external
causes
of
bridge
failures
worldwide.
In
United
States,
cause
22
bridges
fails
every
year,
whereas
in
UK,
it
contributed
significantly
to
138
collapses
last
century.
Scour
assessments
are
currently
based
on
visual
inspections,
which
time-consuming
and
expensive.
Nowadays,
sensor
communication
technologies
offer
possibility
assess
real
time
depth
at
critical
locations;
yet,
monitoring
an
entire
infrastructure
network
not
economically
feasible.
A
way
overcome
this
limitation
instal
systems
locations,
then
extend
piece
information
gained
other
assets
exploiting
correlations
present
system.
article,
we
propose
a
hazard
model
for
road
railway
management
that
utilises
from
limited
number
achieve
more
confined
estimate
risk
network.
Bayesian
used
describe
conditional
dependencies
involved
random
variables
update
distribution
using
data
river
flow
characteristics.
This
study
constitutes
first
application
networks
assessment.
The
proposed
probabilistic
framework
applied
case
consisting
several
Scotland.
cross
same
river,
only
one
them
instrumented
with
It
demonstrated
how
approach
allows
reduce
uncertainty
unmonitored
bridges.