Performance evolution and deterioration mechanisms on the sulfuric acid attack of graphene oxide-modified cement mortar
Construction and Building Materials,
Год журнала:
2025,
Номер
459, С. 139803 - 139803
Опубликована: Янв. 1, 2025
Язык: Английский
Effect of X-ray CT characterized pore structure on the freeze–thaw resistance of 3D printed concrete with recycled coarse aggregate
Construction and Building Materials,
Год журнала:
2025,
Номер
469, С. 140492 - 140492
Опубликована: Фев. 21, 2025
Язык: Английский
Study on performance deterioration and life prediction of reed straw-recycled brick aggregate concrete after freeze-thaw cycle
Case Studies in Construction Materials,
Год журнала:
2024,
Номер
21, С. e03728 - e03728
Опубликована: Сен. 10, 2024
Язык: Английский
Effect of Air-Entraining Agent on Hardened Properties of 3D Printed Concrete with Emphasis on Permeability and Air Void Structure
Journal of Materials in Civil Engineering,
Год журнала:
2025,
Номер
37(5)
Опубликована: Фев. 28, 2025
Язык: Английский
Investigating Shrinkage and Mechanical Properties of 3D Printed Concretes Under Different Curing Conditions
International Journal of Civil Engineering,
Год журнала:
2025,
Номер
unknown
Опубликована: Март 11, 2025
Язык: Английский
A comprehensive review of concrete durability in freeze-thaw conditions: Mechanisms, prevention, and mitigation strategies
Structures,
Год журнала:
2025,
Номер
75, С. 108804 - 108804
Опубликована: Апрель 4, 2025
Язык: Английский
Effect of pumping process on the properties of 3D printed concrete containing air-entraining agent
Journal of Sustainable Cement-Based Materials,
Год журнала:
2024,
Номер
unknown, С. 1 - 11
Опубликована: Авг. 22, 2024
Using
3D
printing
technology
in
the
construction
industry
is
growing
rapidly
due
to
its
numerous
advantages.
However,
understanding
various
influencing
factors
on
this
technique
crucial.
Among
these,
concrete
pumping
process
can
significantly
impact
printed
concrete's
properties.
The
results
indicate
that
alter
structure
of
void
spaces,
reduce
air
content,
and
increase
compressive
strength
concrete.
Mainly,
mechanisms
mechanical
entrapment,
reduction
content
hydration
kinetics
respectively
cause
these
changes
pumping.
In
control
samples,
fresh
decreased
by
47%
increased
4.3%.
creation
stable
bubbles
using
air-entraining
agents
lead
a
decrease
change
strength.
By
0.12%
agent,
drop
reached
about
23–25%.
It
also
appears
that,
depending
amount
entrained
mixture,
affect
flowability
differently.
Язык: Английский