CRC Press eBooks,
Journal Year:
2024,
Volume and Issue:
unknown, P. 161 - 167
Published: June 7, 2024
This
general
report
overviews
twelve
papers
submitted
to
the
theme
of
"Constitutive
and
Numerical
Modelling"
session
at
IS-Macau
2024.
Seven
focus
on
tunneling-related
topics
provide
insights
into
subsurface
construction
effects,
ground
settlement,
etc.,
while
remaining
cover
other
significant
topics,
including
foundation
pit
support
deep
excavation
analysis.
These
works
are
generally
high
quality,
contributing
new
numerical
modeling
in
advancing
geotechnical
solutions.
Canadian Geotechnical Journal,
Journal Year:
2025,
Volume and Issue:
62, P. 1 - 17
Published: Jan. 1, 2025
Artificial
ground
freezing
(AGF)
is
a
widely
used
technique
for
soil
stabilization
and
waterproofing.
Numerous
studies
have
been
devoted
to
solving
the
heat
transfer
problems
in
AGF
while
encountering
limitations
handling
complex
geometries
boundary
conditions
being
computationally
intensive.
Recently,
using
machine
learning
methods
predict
temperature
fields
has
gained
attention,
demonstrating
potential
achieve
higher
accuracy
than
conventional
models.
However,
these
are
typically
limited
by
need
large,
labeled
datasets,
which
time-consuming
difficult
obtain.
In
this
study,
we
address
challenges
applying
physics-informed
neural
networks
(PINNs)
solve
steady-state
problem
AGF,
focusing
on
distribution
around
single
pipe.
By
embedding
conduction
equation
into
loss
function,
PINNs
reduce
extensive
data.
To
enhance
efficiency,
employed,
results
compared
against
finite
element
method.
Results
show
that
high
accuracy,
particularly
larger
domains
with
moderate
gradients,
providing
competitive
performance
more
configurations
involving
steeper
gradients.
This
approach
offers
promising
alternative
modeling
geotechnical
applications,
implications
reducing
computational
costs
design.
Computer-Aided Civil and Infrastructure Engineering,
Journal Year:
2024,
Volume and Issue:
unknown
Published: Aug. 17, 2024
Abstract
Predicting
stratified
ground
consolidation
effectively
remains
a
challenge
in
geotechnical
engineering,
especially
when
it
comes
to
quickly
and
dependably
determining
the
coefficient
of
()
for
each
soil
layer.
This
difficulty
primarily
stems
from
time‐intensive
nature
process
challenges
efficiently
simulating
this
laboratory
settings
using
numerical
methods.
Nevertheless,
is
crucial
because
governs
settlement,
affecting
safety
serviceability
structures
situated
on
or
such
ground.
In
study,
an
innovative
method
utilizing
physics‐informed
neural
network
(PINN)
introduced
predict
consolidation,
relying
solely
short‐term
excess
pore
water
pressure
(PWP)
data
collected
by
monitoring
sensors.
The
proposed
PINN
framework
identifies
limited
PWP
set
subsequently
utilizes
identified
long‐term
efficacy
demonstrated
through
its
application
case
study
involving
two‐layer
with
comparisons
made
existing
test.
results
demonstrate
applicability
both
forward
inverse
problems.
Specifically,
accurately
predicts
dissipation
known
(i.e.,
problem).
It
successfully
unknown
only
0.05‐year
comprising
10
points
at
1‐year,
10‐year,
15‐year,
even
up
30‐year
intervals
Moreover,
investigation
into
optimal
sensor
layouts
reveals
that
installing
sensors
areas
significant
variations
enhances
prediction
accuracy
method.
underscore
potential
leveraging
PINNs
conjunction
consolidation.
European Journal of Environmental and Civil engineering,
Journal Year:
2025,
Volume and Issue:
unknown, P. 1 - 26
Published: Jan. 16, 2025
Deep
learning
has
attracted
considerable
attention
in
studies
on
soil
deformation
behaviour.
However,
its
training
process
requires
a
large
amount
of
data,
while
real
engineering
data
often
suffer
from
issues
such
as
insufficient
scale
and
irregular
structure.
This
study
proposes
subgrade
settlement
prediction
method
for
reclamation
airports
coastal
areas
with
high
advance
capability
precision.
The
employs
one-dimensional
variant
the
convolutional
neural
network
(1DCNN).
To
overcome
challenge
limited
irregularly
model
is
trained
high-fidelity
synthetic
dataset
generated
ABAQUS.
effectiveness
dependability
approach
are
assessed
by
predicting
real-world
projects.
Furthermore,
conducts
an
analysis
internal
mechanism
generalisation
performance
1DCNN-based
models.
results
indicate
that
proposed
offers
higher
accuracy
superior
long-term
forecasting
compared
to
Asaoka
method.
Additionally,
1DCNN
outperforms
other
two
DL
methods
(BiLSTM
ConvLSTM)
terms
accuracy.
As
input
pre-monitored
processed,
models
learn
abstract
features
transition
into
output
labels.
rate
emerges
most
critical
factor
influencing
reliability
should
be
adjusted
priority
achieve
optimal
performance.
Overall,
this
provides
potential
methodology
accurate
subsequent
development
under
staged
loading
conditions,
utilising
small
pre-monitoring
data.