Effect of Basalt Fiber on Unconfined Compressive Strength of Cement Stabilized Clay, an Experimental Approach
Research Square (Research Square),
Год журнала:
2025,
Номер
unknown
Опубликована: Март 5, 2025
Abstract
This
study
explores
the
impact
of
basalt
fiber
reinforcement
on
unconfined
compressive
strength
(UCS)
cement-stabilized
clay,
aiming
to
enhance
its
suitability
for
geotechnical
applications.
A
series
laboratory
experiments
were
conducted
evaluate
effects
content,
cement
dosage,
and
curing
duration
mechanical
performance.
Scanning
Electron
Microscope
(SEM)
analysis
examined
microstructural
interactions
within
fiber-matrix
system,
particularly
focusing
crack
resistance
interfacial
bonding.
The
results
indicate
that
incorporating
6
mm
fibers
significantly
improves
UCS
ductility,
with
optimal
performance
observed
at
a
content
1.2%.
Extended
periods
further
by
promoting
hydration
adhesion.
SEM
imaging
confirmed
reduced
propagation
improved
durability.
These
findings
suggest
is
promising
method
strengthening
making
it
suitable
applications
such
as
road
subgrades,
slope
stabilization,
embankment
reinforcement.
Язык: Английский
Multiscale investigation on the shear behaviour of lime-basalt fibre modified red mudstone as fill material for high-speed railway
Construction and Building Materials,
Год журнала:
2024,
Номер
456, С. 138961 - 138961
Опубликована: Ноя. 28, 2024
Язык: Английский