Civilla Jurnal Teknik Sipil Universitas Islam Lamongan,
Journal Year:
2022,
Volume and Issue:
7(2), P. 205 - 205
Published: Oct. 31, 2022
Porous
asphalt
is
a
type
of
pavement
designed
to
increase
the
coefficient
friction
on
surface.
The
porous
functions
as
drainage
drain
water
in
top
layer
vertically
and
horizontally.
method
used
this
research
an
experimental
by
making
different
tests
laboratory.
Stages
works
include
examining
60/70
penetration
bitumen,
aggregate
testing,
mixing,
preparation
sample
with
variation
level
5%,
5.5%,
6%,
6.5%,
7%
2x50
Marshall
compaction.
Volumetric
measurement
testing
get
optimum
level.
next
test
cantabro
test,
permeability
ITS
UCS
at
As
results
study,
it
was
obtained
that
value
6.15%,
characteristics,
namely
stability
636.32
kg
(specification
min.
500
kg),
Flow
4.0
mm
(specifications
2-6
mm),
Quotient
159.15
kg/mm
max.
400
kg/mm),
VIM
19.828%
18-25%).
At
samples
gave
Cantabro
17.90%
20%),
vertical
horizontal
values
0.145
0.152
cm/sec
0.1-0.5
cm/sec),
158.88
kPa,
916.343
kPa.
Fire Technology,
Journal Year:
2024,
Volume and Issue:
unknown
Published: March 19, 2024
Abstract
With
the
rapid
urbanization
and
development
of
metropolises,
urban
road
tunnels
have
been
constructed
at
an
increasing
rate,
significantly
alleviating
traffic
pressure,
improving
resilience.
Fire
hazards
become
a
major
threat
to
modern
due
growing
popularity
electric
vehicles
high-density
transportation
goods,
particularly
flammable
materials.
Asphalt
pavements,
as
essential
component
tunnels,
may
release
harmful
effluences
smoke
under
high
temperatures,
exacerbating
fire
adding
risk
life
safety.
It
is
hence
critical
investigate
fire-retarding
asphalt
materials
their
potential
use
in
pavements.
This
paper
provides
comprehensive
review
pavements
for
tunnel
The
covers
generation
mechanisms,
evaluation
methods,
flame
retardants
recent
developments
retardant
technologies.
By
investigating
these
aspects,
this
aims
better
understand
flammability
mixtures
promote
research
flame-retardant
technology,
ultimately
reduce
damage
loss
caused
by
accidents.
Additionally,
study
identifies
limitations
current
outlook
future
contribute
resilience
structures
longer
service
pavement
semi-closed
tunnels.
Materials & Design,
Journal Year:
2023,
Volume and Issue:
232, P. 112092 - 112092
Published: June 15, 2023
Asphalt
concrete
(AC)
exhibits
significant
tension–compression
(TC)
asymmetry
and
aggregate
contacts
can
be
one
of
the
critical
contributors
to
this
behavior.
Nevertheless,
underlying
mechanisms
are
still
unclear,
there
has
been
no
study
quantify
To
fill
research
gap,
multiscale
characterization
modeling
on
AC
were
performed
in
study.
At
microscale
level,
nanoindentation
tests
conducted
characterize
contact
characteristics
region
(CR).
The
CR
was
found
have
a
sandwich-like
structure
consisting
two
interfacial
layers,
large
filler
particles,
asphalt
mastic.
Accordingly,
micromechanical
models
developed
predict
its
mechanical
behavior
tension
compresison
(T&C).
results
showed
that
significantly
increase
compressive
modulus,
leading
substantial
TC
CR.
predicted
viscoelastic
properties
further
applied
mesostructural
model
AC.
master
curves
T&C
quantitatively
agreed
with
experimental
ones,
demonstrating
effectiveness
adopted
approaches.
This
is
first
asymmetric
performance
outcomes
evaluate
AC's
effects
pavement
performance.
Materials & Design,
Journal Year:
2024,
Volume and Issue:
241, P. 112907 - 112907
Published: April 1, 2024
Accurate
extraction
of
aggregates,
cement
bridges,
and
voids
in
permeable
cement-stabilized
base
materials
(PCBM)
is
a
challenging
task.
This
paper
proposed
segmentation
reconstruction
paradigm
for
raw
CT
slice
images
using
mask
regional
convolutional
neural
network
(Mask
R-CNN).
The
results
demonstrate
that
the
method
effectively
segments
reconstructs
unclear
images,
providing
convenient
advanced
tool
accurately
assessing
meso-scale
structures
bridges
PCBM
prepared
with
different
combinations
content
compaction
force.
An
increased
or
force
migration
paste,
leading
to
thicker
localized
blockage
pore
space.
phenomenon
further
disrupts
homogeneous
distribution
voids.
tends
elongate
flatten
throats,
while
an
may
clog
voids,
rendering
them
impermeable.
vertical
permeability
significantly
greater
than
horizontal
permeability,
which
should
be
considered
during
material
design
optimization.
could
serve
as
reference
microscopic
analysis
structural
optimization
PCBM.
International Journal of Pavement Engineering,
Journal Year:
2024,
Volume and Issue:
25(1)
Published: Feb. 13, 2024
Spaying
surface
treatment
(ST)
asphalt
emulsion
can
be
an
effective
preventive
maintenance
method
to
alleviate
the
ravelling
problem
of
porous
(PA)
pavement.
The
applied
ST
may
gradually
diffuse
in
and
soften
aged
mortar
film
PA,
which
however
still
lacks
quantitative
evidence.
This
study
aims
quantify
diffusion
behaviour
new
residue
PA
within
28
days
curing.
Scanning
Electron
Microscopy
(SEM)
with
Energy
Dispersive
Spectroscopy
(EDS)
was
utilised
capture
spatial
distribution
under
different
curing
temperatures
durations.
Titanium
dioxide
selected
as
a
tracer
for
emulsion.
Diffusion
degree
(Dd),
derived
from
counting
Ti
S
elements,
proposed
depth
mortar.
It
found
that
SEM/EDS
is
microscopic
directly
monitor
phenomenon
at
mixture
scale.
rate
60oC
about
5
times
faster
than
25oC,
indicating
spraying
hot
weather
improve
its
efficiency.
Besides,
existence
fine
aggregates
increase
path
due
hindrance
effect.
Coatings,
Journal Year:
2023,
Volume and Issue:
13(3), P. 566 - 566
Published: March 6, 2023
Complex
environmental
factors
can
significantly
influence
the
micro-properties
of
porous
asphalt
(PA)
mixture.
Therefore,
effects
short-term
and
long-term
thermal
aging
moisture
immersion
on
micromechanics
properties,
micro-morphology,
chemical
element
distributions
interfacial
transition
zone
(ITZ)
PA
mixture
were
studied
to
reveal
mechanisms
by
which
degradation
impact
performance
means
nanoindentation
(NI),
backscattering
scanning
electron
microscope
(BSEM),
energy-dispersive
X-ray
spectroscopy
(EDS)
analysis
techniques.
The
results
show
that
ITZ
is
not
softest
part
mixture,
order
modulus
aggregate
>
mastic.
thickness
about
10–20
μm.
Thermal
has
negligible
effect
width
ITZ.
With
increasing
degree,
mastic
increase,
while
water
damage
reduces
slightly
increases
little
morphology
ITZ,
will
lead
microcracks
micropores
in
Compared
with
aging,
a
greater
leads
softening
phase.
obtained
EDS
line
basically
consistent
nanoindentation.
Overall,
external
have
more
significant
mechanical
properties
than
micro-morphology
outcomes
this
research
provide
better
understanding
service
environment
microscopic
characteristics
Materials & Design,
Journal Year:
2023,
Volume and Issue:
234, P. 112358 - 112358
Published: Sept. 26, 2023
Asphalt
pavement
is
susceptible
to
cracking
which
affects
its
service
life.
And
self-healing
technology
helps
heal
micro-cracks
in
mixture
at
an
early
stage,
but
mechanism
of
action
the
mesoscale
still
unclear.
Therefore,
composition
steel
slag
asphalt
(SSAM)
was
designed,
microwave
heating
performance,
healing
performance
and
road
SSAM
were
investigated
by
laboratory
experiments.
Finally,
scanned
using
X-ray
CT
for
3D
reconstruction
quantitative
analyses.
The
results
show
that
has
obvious
magnetic
loss
characteristics;
surface
temperature
designed
higher
under
obtain
a
better
rate,
meets
specification
requirements.
damage-healing
process
mainly
voids
SSAM,
can
reduce
fractal
dimension
proportion
fissures;
from
index
based
on
voids,
average
coordination
number
throat
connected
thereby
improving
reducing
permeability.
improved
through
compositional
design;
mesoscopic
model
void
characteristics
refine
theory
mixtures
heating.
Materials,
Journal Year:
2023,
Volume and Issue:
16(18), P. 6203 - 6203
Published: Sept. 14, 2023
The
drainage
of
asphalt
pavement
requires
the
use
a
large
amount
high-viscosity-modified
asphalt,
which
faces
service
environment
under
dynamic
water
erosion.
feasibility
recycling
should
be
investigated
to
facilitate
sustainable
infrastructure
construction.
This
study
used
ultrasonic
equipment
simulate
erosion
test
conditions
and
tested
adhesion
performance
different
types
recycled
high-viscosity
at
various
environmental
temperatures.
energy
index
microstructure
were
analyzed
using
contact
angle
AFM
test.
results
demonstrate
that
higher
temperature,
worse
anti-stripping
asphalt.
From
perspective
indicators,
6%
agent
dosage
is
more
conducive
restoring
aged
-modified
showed
represented
significant
changes
with
an
increase
in
content,
change
force
was
consistent
macroscopic
tests.
illustrates
applicability
implementing
regeneration
technology
for
pavement.