Machine learning approach for predicting the compressive strength of biomedical waste ash in concrete: a sustainability approach
Rakesh Kumar,
No information about this author
Shishir Karthik,
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Abhishek Kumar
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et al.
Discover Materials,
Journal Year:
2025,
Volume and Issue:
5(1)
Published: Feb. 21, 2025
Language: Английский
A critical analysis of compressive strength prediction of glass fiber and carbon fiber reinforced concrete over machine learning models
K. K. Yaswanth,
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V. S. Vani,
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Krupasindhu Biswal
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et al.
Multiscale and Multidisciplinary Modeling Experiments and Design,
Journal Year:
2025,
Volume and Issue:
8(3)
Published: Feb. 14, 2025
Language: Английский
Development of lightweight high-strength engineered geopolymer composites using slag waste and vermiculite powder: mechanical, durability and microstructural assessments
Y. K.,
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S. Ariffa Begum,
No information about this author
Gaurav Kumar
No information about this author
et al.
Emergent Materials,
Journal Year:
2025,
Volume and Issue:
unknown
Published: Jan. 29, 2025
Language: Английский
A comprehensive study on vibration and loss characteristics of MR doubly curved sandwich panels with CNT-reinforced FGP face sheets
Archives of Civil and Mechanical Engineering,
Journal Year:
2025,
Volume and Issue:
25(3)
Published: March 31, 2025
Language: Английский
Metakaolin‐based geopolymer mineral particulate composite design for higher strength and thermal stability
International Journal of Applied Ceramic Technology,
Journal Year:
2025,
Volume and Issue:
unknown
Published: April 29, 2025
Abstract
This
research
targets
to
produce
new
composites
from
a
highly
reactive
metakaolin‐based
geopolymer
matrix
reinforced
with
natural
particles
for
use
in
sustainable
ceramics,
building
and
construction.
Commercial
waterglass
added
mineral
were
optimized
provide
higher
strength,
stability,
durability.
The
design
method
implicated
flexural
strength
of
one
type
commercial
metakaolin,
formulation,
single‐low‐energy
processing,
seven
types
particles.
particulate
reinforcement
formulations
the
were:
(1)
20
wt%
chamotte
40
Prairie
fine
sand;
(2)
Quikrete
medium
(3)
(4)
ball‐milled
(5)
sand
(6)
(7)
10
50
sand.
Potassium
metasilicate
Kasolv
16
11
M
water,
Metamax
sand,
(BF20PF40)
resulted
highest
composite.
BF20PF40
also
yielded
lower
mass
loss,
packing
density,
better
thermal
stability.
Language: Английский
Characterization of Concrete with Ferrock as a Potential Cement Substitute: Mechanical Strength, Durability and Microstructure analysis
Iranian Journal of Science and Technology Transactions of Civil Engineering,
Journal Year:
2025,
Volume and Issue:
unknown
Published: May 22, 2025
Language: Английский
Microstructure and Residual Strength Properties of Engineered Geopolymer Composites (EGC) Subjected to High Temperatures
Journal of Building Engineering,
Journal Year:
2024,
Volume and Issue:
96, P. 110637 - 110637
Published: Sept. 2, 2024
Language: Английский
Experimental and numerical analysis of self-compacting geopolymer concrete composite slab
Structures,
Journal Year:
2024,
Volume and Issue:
71, P. 107942 - 107942
Published: Dec. 2, 2024
Language: Английский
Experimental and theoretical investigation of the influence of graphene oxide/nanozirconia on the mechanical and durability properties of geopolymer concrete
M. Nanthini,
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G. Ramya,
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Joseph Raj Xavier
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et al.
Polymer Bulletin,
Journal Year:
2024,
Volume and Issue:
unknown
Published: Dec. 6, 2024
Language: Английский
The properties of high-ductility engineered geopolymer composites developed with different design parameters
European Journal of Environmental and Civil engineering,
Journal Year:
2024,
Volume and Issue:
unknown, P. 1 - 25
Published: Dec. 28, 2024
This
study
aimed
to
develop
engineered
geopolymer
composites
(EGCs)
having
considerably
greater
ductility
than
that
of
the
cementitious
composite
(ECC)
for
similar
compressive
strength.
For
this,
three
groups
fly
ash
(FA)-based
EGC
mixtures
with
different
total
binder
(AL+FA)
and
alkali
liquids/fly
(AL/FA)
were
produced.
After
observing
workability
characteristics
EGCs
ECC,
subjected
initial
curing
conditions:
48
h
at
100
°C,
24
70
°C.
The
test
results
showed
almost
all
exhibited
strain-hardening
behaviour.
While
temperature
time
increased,
strength
flexural
improved
as
well
decreasing
ductility.
Moreover,
mechanical
properties
including
enhanced
by
increment
AL+FA.
cured
°C
ultra-ductile
also
supported
XRD,
TGA/DTA
FTIR.
Language: Английский