Dynamic response and damage evolution characteristics of uniform rocky slopes with unstable rock masses based on shaking table tests
Frontiers in Earth Science,
Journal Year:
2025,
Volume and Issue:
13
Published: March 12, 2025
Seismic
activities
often
trigger
catastrophic
events
including
collapses
and
rockfalls
on
rocky
slopes.
This
research
endeavors
to
understand
the
dynamic
behavior
damage
modes
in
uniform
slopes
with
unstable
rock
masses.
To
achieve
this
objective,
paper
constructs
a
physical
model
of
slope
mass
performs
triaxial
loading
shaking
table
tests.
Subsequently,
seismo-dynamic
responses
associated
are
scrutinized,
initiation
deformation
mechanisms
hazardous
revealed.
Further,
we
obtained
marginal
spectral
energy
evolution
characteristics
measurement
points
both
bedrock.
deciphers
weak
structural
plane.
The
results
indicate
that
there
distinct
elevation
surface
amplification
effects
within
slopes,
which
systematically
lessened
increasing
seismic
intensity.
vertical
is
more
sensitive
high
seismic-induced
process
masses
split
into
three
stages:
trailing
edge
tension
cracking,
sliding
planes,
complete
failure
plane
shear
capacity.
It
also
established
Hilbert
spectra
effectively
identified
containing
planes.
Language: Английский
A new indicator for estimating the degree of mining-induced land subsidence: the overburden’s average GSI value
Yaqiang Gong,
No information about this author
Jianfeng Zha,
No information about this author
Qingbiao Guo
No information about this author
et al.
Scientific Reports,
Journal Year:
2024,
Volume and Issue:
14(1)
Published: Jan. 3, 2024
Abstract
Underground
coal
mining
leads
to
land
subsidence,
which,
in
turn,
results
damage
buildings
and
infrastructure,
disturbs
the
original
ecological
environment,
hinders
sustainable
development
of
cities.
A
reasonable
estimation
on
other
hand,
is
foundation
for
building
protection,
reclamation,
environment
reconstruction.
However,
when
we
applied
existing
subsidence
theory
deep
areas
Ordos
coalfield
western
China,
there
was
a
significant
deviation
between
estimations
measurements.
To
explain
such
unusual
case,
propose
using
overburden’s
average
GSI
(Geological
Strength
Index)
value
instead
compressive
strength
(UCS)
rock
specimens
better
representation
overall
properties.
By
on-site
monitoring
historical
data,
provided
evidence
which
supports
that
has
much
greater
impact
rates
than
UCS.
Subsequently,
investigated
relationship
three
typical
values
via
calibrated
numerical
model,
revealing
variation
patterns
maximum
surface
set
at
30,
50,
75,
respectively.
Finally,
basis
measured
simulated
results,
discussed
non-conventional
strip
method
control
explained
why
it
possible
what
are
advantages
behind.
The
proposed
methods,
findings,
suggestions
this
paper
therefore
quite
helpful
researchers
engineers
who
wish
estimate
mining-induced
as
well
those
particularly
interested
study
science
related
subsidence.
Language: Английский