Bidirectional denoising method based on Fast Fourier transform analysis for TBM field penetration data
Wenkun Yang,
No information about this author
Zuyu Chen,
No information about this author
Haitao Zhao
No information about this author
et al.
Tunnelling and Underground Space Technology,
Journal Year:
2025,
Volume and Issue:
158, P. 106436 - 106436
Published: Feb. 6, 2025
Language: Английский
Intelligent Robust Control of Roadheader Based on Disturbance Observer
Shuo Wang,
No information about this author
Dongjie Wang,
No information about this author
Aixiang Ma
No information about this author
et al.
Actuators,
Journal Year:
2025,
Volume and Issue:
14(1), P. 36 - 36
Published: Jan. 17, 2025
The
formation
of
a
coal
mine
roadway
cross-section
is
primary
task
the
boom-type
roadheader.
This
paper
proposes
an
intelligent
robust
control
scheme
for
cutting
head
trajectory
tunneling
robot,
which
susceptible
to
unknown
external
disturbances,
system
nonlinearity,
and
parameter
uncertainties.
First,
working
conditions
section
were
analyzed,
mathematical
model
was
established.
Then,
high-gain
disturbance
observer
designed
based
on
analyze
loads
compensate
uncertainties
disturbances.
A
sliding
mode
controller
proposed
using
backstepping
design
method,
incorporating
saturation
function
term
avoid
chattering.
eel
foraging
optimization
algorithm
also
improved
used
tune
parameters.
simulation
developed
performance
comparison
tests.
Finally,
experimental
verification
conducted
under
actual
in
tunnel
face,
results
demonstrated
effectiveness
method.
Language: Английский
Role of hole depth on mechanical behavior and acoustic emission characteristics of pre-drilled sandstone
Jiahan Liu,
No information about this author
Ruide Lei
No information about this author
Frontiers in Earth Science,
Journal Year:
2025,
Volume and Issue:
13
Published: Jan. 23, 2025
To
examine
the
influence
of
hole
depth
on
mechanical
properties
rock,
a
series
uniaxial
compression
tests
were
performed
six
groups
pre-drilled
sandstone
samples,
each
with
varying
depths.
Also,
multiple
physical
fields
coupled
acoustic
emission
(AE)
and
digital
image
correlation
(DIC)
systems
synchronously
employed
to
monitor
fracturing
process.
The
study
focused
characterizing
cracking
fracturing,
energy
evolution,
fracture
patterns
in
sandstones
different
findings
show
that
peak
strength
decreases
linearly
increase
depth.
mode
transits
from
simple
unilateral
spalling
complex
characterized
by
fractures
spalling.
AE
analysis
shows
deeper
borehole,
lower
signal
frequency,
indicating
fewer
but
more
significant
events.
With
depth,
elastic
sample
29.81
kJ/m
3
22.65
,
dissipated
increases
4.48
6.25
.
Moreover,
displays
distinct
multifractal
spectrum
features
under
stress
levels.
width
(Δ
α
)
varies
0.419
0.227,
suggesting
small-scale
events
predominantly
govern
failure
mechanism.
DIC
observation
major
principal
strain
concentration
mainly
occurs
around
hole.
monitoring
points
cumulative
at
P2
P6
is
significantly
higher
compared
other
regions.
Furthermore,
it
observed
release
pathways
originating
newly
formed
cracks
dislocation
slips
become
diversified,
Language: Английский
Application of multifractal spectrum to characterize the evolution of multiple cracks in concrete beams
Structures,
Journal Year:
2024,
Volume and Issue:
70, P. 107868 - 107868
Published: Nov. 26, 2024
Language: Английский
Data-Driven Approach for Intelligent Classification of Tunnel Surrounding Rock Using Integrated Fractal and Machine Learning Methods
Fractal and Fractional,
Journal Year:
2024,
Volume and Issue:
8(12), P. 677 - 677
Published: Nov. 21, 2024
The
degree
of
rock
mass
discontinuity
is
crucial
for
evaluating
surrounding
quality,
yet
its
accurate
and
rapid
measurement
at
construction
sites
remains
challenging.
This
study
utilizes
fractal
dimension
to
characterize
the
geometric
characteristics
develops
a
data-driven
classification
(SRC)
model
integrating
machine
learning
algorithms.
Initially,
box-counting
method
was
introduced
calculate
from
excavation
face
image.
Subsequently,
parameters
affecting
quality
were
analyzed
selected,
including
strength,
discontinuity,
condition,
in-situ
stress
groundwater
orientation.
compiled
database
containing
246
railway
highway
tunnel
cases
based
on
these
parameters.
Then,
four
SRC
models
constructed,
Bayesian
optimization
(BO)
with
support
vector
(SVM),
random
forest
(RF),
adaptive
boosting
(AdaBoost),
gradient
decision
tree
(GBDT)
Evaluation
indicators,
5-fold
cross-validation,
precision,
recall,
F1-score,
micro-F1-score,
macro-F1-score,
accuracy,
receiver
operating
characteristic
curve,
demonstrated
GBDT-BO
model’s
superior
robustness
in
generalization
compared
other
models.
Furthermore,
additional
validated
intelligent
approach’s
practicality.
Finally,
synthetic
minority
over-sampling
technique
employed
balance
training
set.
Subsequent
retraining
evaluation
confirmed
that
imbalanced
dataset
does
not
adversely
affect
performance.
proposed
shows
promise
predicting
guiding
dynamic
support.
Language: Английский