A new gelling material: Properties of recycled aggregate concrete under conditions of complete cement replacement using steel slag, ore slag, and fly ash
Huijie Wei,
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H WAN,
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Shuo Yuan
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et al.
Construction and Building Materials,
Journal Year:
2025,
Volume and Issue:
464, P. 140180 - 140180
Published: Jan. 28, 2025
Language: Английский
Physico-chemical properties of new clinker-free hydraulic binder from metakaolin, anhydrite II and lime
Klára Pulcová,
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Martina Šídlová,
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Lukáš Mauermann
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et al.
Open Ceramics,
Journal Year:
2025,
Volume and Issue:
21, P. 100739 - 100739
Published: Jan. 18, 2025
Language: Английский
Investigation of mechanical, microscopic, and leaching properties of coal-based solid waste geopolymer mortar activated by soda residue and phosphogypsum
The Science of The Total Environment,
Journal Year:
2024,
Volume and Issue:
947, P. 174459 - 174459
Published: July 3, 2024
Language: Английский
Early-Age Cracking of Fly Ash and GGBFS Concrete Due to Shrinkage, Creep, and Thermal Effects: A Review
Yingda Zhang,
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Xinyue Liu,
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Ziyi Xu
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et al.
Materials,
Journal Year:
2024,
Volume and Issue:
17(10), P. 2288 - 2288
Published: May 12, 2024
Supplementary
cementitious
materials
(SCMs)
are
eco-friendly
that
can
partially
replace
ordinary
Portland
cement
(OPC).
The
occurrence
of
early-age
cracking
in
OPC-SCM
blended
is
a
significant
factor
impacting
the
mechanical
properties
and
durability
concrete.
This
article
presents
comprehensive
review
existing
research
on
concrete
mix
at
early
ages.
To
assess
effects
SCMs
concrete,
cement-based
terms
its
viscoelastic
behavior,
evolution
performance,
factors
affect
risk
ages,
reviewed.
use
be
an
effective
method
for
mitigating
while
improving
structures.
Previous
showed
shrinkage
creep
lower
than
those
conventional
Moreover,
content
resulted
better
resistance
to
thermal
cracking.
Proper
selection,
proportioning,
implementation
help
optimize
performance
reduce
environmental
impact
mix.
Language: Английский
Role of polyferric sulphate in hydration regulation of phosphogypsum-based excess-sulphate slag cement: A multiscale investigation
The Science of The Total Environment,
Journal Year:
2024,
Volume and Issue:
948, P. 173750 - 173750
Published: June 10, 2024
Language: Английский
In-situ growth of AFt in early induction stage to generate 3D network with C-S-H for Portland cement crack resistance
Tao Yang,
No information about this author
Junlin Lin,
No information about this author
Yali Li
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et al.
Construction and Building Materials,
Journal Year:
2025,
Volume and Issue:
467, P. 140349 - 140349
Published: Feb. 11, 2025
Language: Английский
Clean and high-value recycling approach for waste concrete powder: Mechano-chemical activation of pozzolanic activity
Qiang Gao,
No information about this author
Xi-guang Li,
No information about this author
Xiaodong Shi
No information about this author
et al.
Powder Technology,
Journal Year:
2025,
Volume and Issue:
unknown, P. 120988 - 120988
Published: March 1, 2025
Language: Английский
Study on the thermo-mechanical properties of PEG/ordinary Portland cement-based phase change composite modified by calcium aluminate cement
Hangkai Yu,
No information about this author
Guochen Sang,
No information about this author
Zhixuan Wang
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et al.
Construction and Building Materials,
Journal Year:
2024,
Volume and Issue:
447, P. 138079 - 138079
Published: Sept. 2, 2024
Language: Английский
Recycling waste gypsum and calcium carbide slag for the production of all-solid-waste supersulfated cement
Changzhi Shao,
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Yu’an Gong,
No information about this author
Qingsong Zhang
No information about this author
et al.
Physics of Fluids,
Journal Year:
2024,
Volume and Issue:
36(12)
Published: Dec. 1, 2024
The
appropriate
use
of
industrial
solid
waste
is
an
effective
method
for
alleviating
environmental
pollution.
In
this
study,
the
potential
using
desulfurized
gypsum
(DG),
phosphogypsum
(PG),
dihydrate
(G),
and
calcium
carbide
slag
(CS)
in
production
supersulfated
cement
(SSC)
was
investigated.
effects
various
types
their
dosages
on
performance
hydration
process
SSC
were
thoroughly
examined.
results
indicate
that
as
ratio
CS
to
(CS/G)
increased,
pH
whereas
fluidity
setting
time
decreased.
For
same
CS/G
ratio,
SSCs
activated
by
DG
(D-CSSC)
PG
(P-CSSC)
exhibited
longer
times
lower
values
than
those
G
(G-CSSC).
Mineralogical
analysis
microstructural
characterization
revealed
type
influenced
rate,
microstructure,
products
(type
quantity)
SSC,
thereby
affecting
its
compressive
strength.
loose
pore
structure
G-CSSC
significantly
reduced
Owing
formation
a
significant
amount
Calcium
aluminum
hydrate
(C-A-H)
gel,
D-CSSC
demonstrated
greater
early
strength;
however,
hannebachite
hindered
late
strength
development.
continuously
participated
hydration,
leading
more
denser
microstructure
P-CSSC,
which
increased
This
study
elucidates
effect
offers
valuable
insights
enhancing
it.
Language: Английский