A comparison of temperature and freeze-thaw effects on high-swelling and low-swelling soils stabilized with xanthan gum
Sahand Fateh,
No information about this author
Yasaman Mansourkiaei,
No information about this author
Mohammad Mahdi Shalchian
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et al.
Results in Engineering,
Journal Year:
2024,
Volume and Issue:
25, P. 103719 - 103719
Published: Dec. 10, 2024
Language: Английский
The Impact of Raspberry Fiber and Xanthan Gum in Improving the Mechanical Properties and Freeze-Thaw Durability of Bentonite Soil Subgrade
Yasaman Mansourkiaei,
No information about this author
Sahand Fateh,
No information about this author
Mohammad Mahdi Shalchian
No information about this author
et al.
Case Studies in Construction Materials,
Journal Year:
2025,
Volume and Issue:
unknown, P. e04569 - e04569
Published: March 1, 2025
Language: Английский
The impact of guar gum biopolymer on mechanical characteristics of soil reinforced with palm fiber
Mahyar Arabani,
No information about this author
Mohammad Mahdi Shalchian,
No information about this author
Hamed Haghsheno
No information about this author
et al.
Bulletin of Engineering Geology and the Environment,
Journal Year:
2024,
Volume and Issue:
84(1)
Published: Dec. 28, 2024
Language: Английский
Critical Review of Physical-Mechanical Principles in Geostructure-Soil Interface Mechanics
Geotechnical and Geological Engineering,
Journal Year:
2024,
Volume and Issue:
42(8), P. 6757 - 6808
Published: Oct. 5, 2024
Abstract
Due
to
the
relatively
different
mechanical
and
physical
properties
of
soils
structures,
interface
plays
a
critical
role
in
transfer
stress
strain
between
them.
The
stability
safety
geotechnical
structures
are
thus
greatly
influenced
by
behavior
at
soil–structure
interface.
It
is
therefore
important
focus
on
unique
characteristics
that
set
apart
from
other
geomaterials
while
examining
behaviour.
Understanding
mechanism
modelling
principles
these
interfaces
becomes
crucial
step
for
secure
design
investigation
soil-structure
interaction
(SSI)
issues.
Moreover,
deal
with
this
soil-environment
problem,
classical
soil
mechanics
formulation
must
be
progressively
generalised
order
incorporate
effects
new
phenomena
variables
SSI
Considering
variety
energy
geostructures
emerging
nowadays,
it
comprehend
thermo-hydro-mechanical
(THM)
behaviour
objective
study
fill
information
gap
as
concisely
possible.
A
review
provided
along
state-of-the-art
interface,
including
testing
tools
measurement
methods,
basic
deformation
mechanisms,
constitutive
models,
well
their
applications
numerical
simulations.
This
explains
how
loading
influences
mechanisms
critically
examines
boundary
conditions,
properties,
environmental
factors,
structure
type
THM
zones
structural
elements.
validity
reliability
shear
stress-displacement
models
also
covered
paper.
Lastly,
trends
recent
advancements
recommended
research.
Language: Английский
Cumulative Strain and Improvement Mechanisms of Soil Reinforced by Xanthan Gum Biopolymer Under Traffic Loading
Yang Liu,
No information about this author
Lingshi An,
No information about this author
K Yan
No information about this author
et al.
Polymers,
Journal Year:
2024,
Volume and Issue:
16(24), P. 3500 - 3500
Published: Dec. 16, 2024
As
is
widely
accepted,
cumulative
strain
and
improvement
mechanisms
of
stabilized
soil
are
critical
factors
for
the
long-term
reliable
operation
expressways
high-speed
railways.
Based
on
relevant
research
findings,
xanthan
gum
biopolymer
regarded
as
a
green
environmentally
friendly
curing
agent
in
comparison
to
traditional
stabilizers,
such
cement,
lime,
fly
ash.
However,
little
attention
has
been
devoted
reinforced
by
under
traffic
loading.
In
current
study,
series
laboratory
tests,
including
cyclic
triaxial
tests
scanning
electron
microscopy
(SEM)
were
performed
investigate
this
issue
more
detail.
The
influences
content,
time,
moisture
confining
pressure,
stress
amplitude
analyzed.
addition,
model
was
proposed
provide
good
description
experimental
data.
Finally,
microscopic
structure
analyzed
discuss
mechanisms.
results
show
that
strongly
influenced
content.
For
given
number
loading
cycles,
greater
smaller
strain.
calculated
agreement
with
test
“flocculent”
hydrogel
can
form
denser
bonding
strength
“branch-like”
“net-like”
hydrogels.
Language: Английский