Evaluation of skid resistance of pavement maintenance energy-absorbing seal based on surface texture characteristics
Chaohui Wang,
No information about this author
Xiang Lan,
No information about this author
Ye Cong
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et al.
Measurement,
Journal Year:
2024,
Volume and Issue:
unknown, P. 116588 - 116588
Published: Dec. 1, 2024
Language: Английский
Research Progress and Hotspots of Steel Slag Application in Road Construction: A Bibliometric Perspective
Jian Yang,
No information about this author
Rui Ma,
No information about this author
Biqin Dong
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et al.
Infrastructures,
Journal Year:
2025,
Volume and Issue:
10(3), P. 54 - 54
Published: March 5, 2025
The
accumulation
of
steel
slag
has
become
a
significant
obstacle
for
the
industry
in
achieving
ultra-low
emission
targets.
Given
its
composition
is
similar
to
that
road
construction
materials,
holds
substantial
potential
application
sustainable
construction.
This
study
investigated
current
status
and
future
trends
applications
through
bibliometric
analysis.
findings
reveal
primarily
focus
on
concrete,
asphalt,
aggregates,
processing
technologies.
activation
reactivity
stability
emerged
as
key
research
direction,
with
carbonated
demonstrating
exceptional
performance
provides
scientific
foundation
high-value
utilization
slag.
It
suggests
optimizing
reactivity,
stability,
carbonation,
which
will
be
crucial
expanding
use
Language: Английский
Impact of Curing Time and Temperature on Bond Performance of Epoxy Resin Adhesives for Steel Bridge Decks
Chuanbin Fan,
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Huanyong Chen,
No information about this author
Feng Lin
No information about this author
et al.
Polymers,
Journal Year:
2025,
Volume and Issue:
17(8), P. 1018 - 1018
Published: April 9, 2025
The
bonding
performance
of
epoxy
resin
adhesives
plays
a
critical
role
in
ensuring
interlayer
adhesion
and
long-term
durability
steel
bridge
deck
pavements.
However,
the
construction
environment
temperature
curing
time
significantly
influence
properties
adhesives.
To
address
this
issue,
systematic
evaluations
tack-free
were
conducted.
results
demonstrate
that
under
identical
durations,
tensile
bond
strength
between
layer
plate
increases
with
higher
temperatures.
Similarly,
at
constant
temperatures,
extended
times
lead
to
improved
strength.
Both
temperatures
longer
durations
reduce
adhesive.
Under
natural
outdoor
conditions,
adhesive
achieves
design
requirements
for
both
after
48
h
curing,
optimal
workability.
Conversely,
prolonged
beyond
72
reduced
while
maintaining
acceptable
time.
For
ambient
duration
is
determined
be
48~72
h,
balancing
(preventing
equipment).
This
research
offers
technical
guidance
field
pavement
on
decks
by
establishing
protocols
ensure
reliable
Language: Английский