Scientific Reports,
Journal Year:
2024,
Volume and Issue:
14(1)
Published: Nov. 11, 2024
The
sustainable
use
of
industrial
byproducts
in
civil
engineering
is
a
global
priority,
especially
reducing
the
environmental
impact
waste
materials.
Among
these,
coal
ash
from
thermal
power
plants
poses
significant
challenge
due
to
its
high
production
volume
and
potential
for
pollution.
This
study
explores
controlled
low-strength
material
(CLSM),
flowable
fill
made
ash,
cement,
aggregates,
water,
admixtures,
as
solution
large-scale
utilization.
CLSM
suitable
both
structural
geotechnical
applications,
balancing
management
with
resource
conservation.
research
focuses
on
two
key
properties:
flowability
unconfined
compressive
strength
(UCS)
at
28
days.
Traditional
testing
methods
are
resource-intensive,
empirical
models
often
fail
accurately
predict
UCS
complex
nonlinear
relationships
among
variables.
To
address
these
limitations,
four
machine
learning
models-minimax
probability
regression
(MPMR),
multivariate
adaptive
splines
(MARS),
group
method
data
handling
(GMDH),
functional
networks
(FN)
were
employed
UCS.
MARS
model
performed
best,
achieving
R
Structural Concrete,
Journal Year:
2023,
Volume and Issue:
24(5), P. 6815 - 6832
Published: April 5, 2023
Abstract
This
paper
aims
to
study
the
effect
of
using
modified
nano‐TiO
2
with
fly
ash
(FA)
on
ultra‐high
performance
concrete's
(UHPC)
mechanical,
transport,
and
microstructure
properties
(UHPC).
A
ball
mill
was
used
disband
distribute
it
uniformly
within
FA
powder.
In
this
research,
20%
cement
weight
replaced
by
FA,
added
0.4%,
0.8%,
1.2%,
1.6%,
2%
weight.
To
investigate
period
UHPC
properties,
periods
10,
20,
30,
40
min
were
applied
a
binder
6%
.
addition,
30‐min
also
investigated.
Tests
compressive
strength
after
1,
7,
28,
91
days
curing
in
tap
water,
splitting
tensile
strength,
flexural
modulus
elasticity
performed
28
water.
chloride
permeability,
sorptivity
coefficient,
water
The
results
showed
that
addition
higher
percentages
led
decrease
workability.
improved
mechanical
properties.
highest
208.9
MPa
achieved
for
mixture
1.2%
at
age
days.
application
best
compared
other
periods.
ball‐mill
re‐mix
between
impressive
comparative
results.
Case Studies in Construction Materials,
Journal Year:
2024,
Volume and Issue:
20, P. e02991 - e02991
Published: Feb. 19, 2024
Ultra-high-performance
concrete
(UHPC)
is
a
cutting-edge
and
advanced
constructions
material
known
for
its
exceptional
mechanical
properties
durability.
Recently,
machine
learning
(ML)
methods
play
pivotal
role
in
predicting
the
compressive
strength
(CS)
of
UHPC
evaluating
dominant
input
parameters
suitable
mix
design.
This
research,
three
hybrid
models
were
utilized:
Random
Forest
(RF),
AdaBoost
(AB),
Gradient
Boosting
(GB)
algorithms
with
particle
swarm
optimization
(PSO),
namely
AB-PSO,
RF-PSO,
GB-PSO,
to
predict
perform
SHAP
(Shapley
additive
explanation)
analysis.
To
build
predictive
ML
models,
dataset
810
experimental
data
points
was
collected
from
published
literature.
Additionally,
interaction
plots
generated
visualize
impact
each
feature
on
specific
prediction
made
by
model.
Our
results
indicate
that
better
than
traditional
GB-PSO
model
showed
high
accuracy
among
models.
The
had
higher
precision
compared
other
two
It
achieved
R2
values
0.9913
during
training
stage
0.9804
testing
CS.
analysis
revealed
age,
fiber,
cement,
silica
fume,
superplasticizer
significant
influence
strength,
while
comparatively
lower.
PDP
(Partial
Dependence
Plots)
amount
individually
variables
can
be
calculated
simply
designed
These
findings
are
valuable
construction
applications
offer
essential
insights
design
engineers
builders,
aiding
their
understanding
significance
component
UHPC.
Results in Engineering,
Journal Year:
2023,
Volume and Issue:
19, P. 101341 - 101341
Published: Aug. 3, 2023
Local
buckling
of
steel
and
excessive
spalling
concrete
have
necessitated
the
need
for
evaluation
reinforced
columns
subjected
to
axial
compression
loading.
Thus,
this
study
investigates
behaviour
filled
tube
(CFST)
(RCFST)
RCFST
under
using
finite
element
modelling
(FEM)
machine
learning
(ML)
techniques.
To
achieve
aim,
a
total
85
from
existing
studies
were
analysed
FEM
simulation.
The
ultimate
load
generated
datasets
was
predicted
various
ML
findings
showed
that
columns'
compressive
strength,
ductility,
toughness
improved
by
reducing
transverse
reinforcement
spacing,
increasing
number
reinforcing
bars,
thickness
yield
strength
outer
tube.
Under
loading,
analysis
provided
an
accurate
assessment
structural
performance
columns.
Compared
other
approaches,
gradient
boosting
exhibited
best
metrics
with
R2
RMSE
99.925%
0.00708
99.863%
0.00717
in
training
testing
phases,
respectively
predict
column's
load.
Overall,
can
be
applied
prediction
CFST
compression,
conserving
resources,
time,
cost
investigate
through
laboratory
testing.
Structural Concrete,
Journal Year:
2024,
Volume and Issue:
25(1), P. 716 - 737
Published: Jan. 7, 2024
Abstract
Concrete
constructed
using
recycled
aggregates
in
place
of
natural
is
an
efficient
approach
to
increase
the
construction
sector's
sustainability.
To
improve
aggregate
concrete
()
technologies
permafrost,
it
essential
certify
stability
frost‐induced
conditions.
The
main
goal
this
study
was
use
support
vector
regression
methods
forecast
frost
durability
on
basis
agent
value
cold
climates.
Herein,
three
optimization
called
Ant
lion
(),
Grey
wolf
and
Henry
Gas
Solubility
Optimization
were
employed
for
indicating
optimal
values
key
parameters.
results
depicted
that
all
developed
models
have
capability
predicting
regions.
as
a
comprehensive
index
model
has
higher
at
0.0571
weakest
model,
then
0.0312
recognized
second‐highest
finally
system
0.0224
mentioned
outperformed
model.
approaches
likewise
capable
accurately
forecasting
regions,
but
created
method
them
when
taking
into
account
explanations
justifications.
Case Studies in Construction Materials,
Journal Year:
2023,
Volume and Issue:
20, P. e02723 - e02723
Published: Nov. 28, 2023
Ultra-high-performance
concrete
(UHPC)
is
a
sustainable
construction
material;
it
can
be
applied
as
substitute
for
cement
concrete.
Artificial
intelligence
methods
have
been
used
to
evaluate
composites
reduce
time
and
money
in
the
industries.
So,
this
study
machine
learning
(ML)
hybrid
ML
approaches
predict
compressive
flexural
strength
of
UHPC.
A
dataset
626
317
data
points
was
collected
from
published
research
articles,
where
fourteen
important
variables
were
selected
input
parameters
analysis
algorithms.
This
XGBoost,
LightGBM,
XGBoost-
LightGBM
algorithms
UHPC
materials.
Grid
search
(GS)
techniques
adjust
model
hyper-parameters
improved
high
accuracy
efficiency.
models
train,
test
stage
utilized
statistical
assessments
such
R-square,
root
mean
square
error
(RMSE),
absolute
(MAE),
coefficient
efficiency
(CE).
The
results
presented
algorithm
superior
XGBoost
terms
R-square
RMSE
values
both
prediction.
two
showed
CS
considerable
above
0.94
at
testing
stages
just
over
0.97
training
phase.
Hybrid
performance
prediction
value
found
that
almost
0.996
0.963
phases.
At
same
time,
FS
result
traditional
founded
0.95
phase
around
0.81
But
among
them,
XGB-LGB
lowest
trained
its
hyperparameters
optimized.
Additionally,
SHAP
investigation
reveals
impact
relationship
with
output
variables.
outcome
curing
age
steel
fiber
content
parameter
had
highest
positive
on
Composites Part C Open Access,
Journal Year:
2024,
Volume and Issue:
13, P. 100444 - 100444
Published: Feb. 12, 2024
This
study
investigates
the
structural
behaviour
of
double-skin
columns,
introducing
novel
–
double
filled
tubular
(DSDFT)
which
utilize
dual
steel
tubes
and
concrete
to
enhance
load-carrying
capacity
ductility
beyond
conventional
hollow
(DSHT)
employing
a
combination
finite
element
model
(FEM)
machine
learning
(ML)
techniques.
A
total
48
columns
(DSHT+DSDFT)
were
created
examine
impact
various
parameters,
such
as
tube
configurations,
thickness
fibre-reinforced
polymer
(FRP)
layer,
type
FRP
material,
diameter,
on
columns.
The
results
validated
against
experimental
findings
ensure
their
accuracy.
Key
highlight
advantages
DSDFT
configuration.
Compared
DSHT
exhibited
remarkable
19.54%
101.21%
increase
in
capacity,
demonstrating
improved
load-bearing
capabilities.
Thicker
layers
enhanced
up
15%,
however
at
expense
reduced
axial
strain.
It
is
also
observed
that
glass
wrapping
displayed
25%
superior
ultimate
strain
than
aramid
wrapping.
Four
different
ML
models
examined
predict
with
long
short-term
memory
bidirectional
LSTM
emerging
choices
exhibiting
exceptional
predictive
interdisciplinary
approach
offers
valuable
insights
into
designing
optimizing
confined
column
systems.
sheds
light
both
double-tube
single-tube
propelling
advancements
engineering
practices
for
new
constructions
retrofitting.
Further,
it
lays
out
blueprint
maximizing
performance
under
compression.
Alexandria Engineering Journal,
Journal Year:
2024,
Volume and Issue:
92, P. 380 - 416
Published: March 2, 2024
There
is
still
insufficient
data
on
the
behavior
of
tubed-reinforced
concrete
columns
(TRCCs)
under
eccentric
compression.
Thus,
this
research
work
comprehensively
examines
compression
TRCCs
using
nonlinear
finite
element
modeling
and
machine
learning
(ML).
To
do
this,
numerical
simulation
parametric
analysis
based
existing
investigations
were
conducted.
In
addition
to
22
specimens
with
limited
test
variables,
additional
188
developed
cover
a
wide
range
parameters,
including
load
eccentricity,
transverse
reinforcement
spacing,
columns'
slenderness
ratio,
yield
strength
steel,
outer
steel
tube
diameter.
Additionally,
six
ML
models
created
estimate
ultimate
results.
The
results
indicated
that
increasing
diameter,
reducing
spacing
enhanced
load-carrying
capacity
columns.
Gaussian
process
regression
model
demonstrated
superior
performance
metrics
in
comparison
other
models,
highest
R2
values
(0.998613
training
0.99823
testing
stages)
lowest
root
mean
square
error
(0.007213
0.008471
stages).
save
money,
time,
resources
compared
laboratory
testing,
an
online-based
prediction
program
finally
presented
predict
load.