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breccia
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Hydrothermal brecciation: particle modeling.
A. Ord,1,2,3 B. E. Hobbs,1,2,3 & S. Mikula1
1 CSIRO E l ti & Mi i P th WA A t li1 CSIRO Exploration & Mining, Perth, WA, Australia2 predictive mineral discovery Cooperative Research Centre,3 School of Earth and Geographical Sciences, University of WesternAustralia, Perth, WA, Australia
1st International FLAC/DEM Symposium 25 August 2008
Purpose To test the hypothesis that brecciation could
be driven by a strong initial pressure gradient.y g p g To find conditions under which rock will behave in ways that resemble or could lead tobehave in ways that resemble or could lead to
brecciation. To explore the collective motion of particles To explore the collective motion of particles
in fluidised beds in order to determine whether weak rock masses exhibit a sequencewhether weak rock masses exhibit a sequence
of behaviours when a fluid flux is applied to them.
1st International FLAC/DEM Symposium 25 August 2008
them.
A brecciais a rock
composed of pangular fragments
cemented in a matrix.
The formational processes are not well understood
1st International FLAC/DEM Symposium 25 August 2008
are not well understood.
Current hypotheses for ypthe formation of breccias suggest the involvement of fluids under high pressurehigh pressure gradients underground.underground.
1st International FLAC/DEM Symposium 25 August 2008
Brecciation Simulations are carried out to explore what
conditions may produce breccias resembling those observed.
Fracturing behaviour of rock is investigated ith f t fl idi d b d twith reference to a fluidised bed to
determine whether a process like fracturing and fluidisation of a rock could produceand fluidisation of a rock could produce
such formations. A particle code is used because it allows A particle code is used because it allows
for the development of microstructures forming significant cracks in particle
bli1st International FLAC/DEM Symposium 25 August 2008
assemblies.
Rock is modelled as a collection of particles bonded together with a finite cohesion. g
1st International FLAC/DEM Symposium 25 August 2008
The particle flow code PFC2D from pITASCA incorporates a Fixed Coarse-Grid Fluid Scheme that couples fluid flow and deformation, and allows for large material
displacements.
(Stop Press: Is this also a suitable problem for the(Stop Press: Is this also a suitable problem for the computational fluid dynamics scheme now coupled in
with PFC4.0? Cao & Satoh, speaking now!
Consider also the stress blasting work.)
1st International FLAC/DEM Symposium 25 August 2008
Fluidised bed15cm x 60cm; 2400 cohesionless particles15cm x 60cm; 2400 cohesionless particles.
Shimizu, Y., 2004
Fluidised Bed
Flow regime maps have been prepared for unfocused and focused
flow situations that detail relationships between
strength, fluid flow rates, and fracturing behaviors
and patterns.
1st International FLAC/DEM Symposium 25 August 2008
Parameters of InterestParameters of Interest
Cohesive rock strength (parallel bondCohesive rock strength (parallel bond normal and shear strengths).
Fluid flow rate. Fluid mechanism: introduced uniformly or
from a point source.
1st International FLAC/DEM Symposium 25 August 2008
SolidLift
Fracture & Lift
Disintegrate & Lift
g
t
h
(
P
a
)
o
n
a
r
y
DisintegrateSt
r
e
n
g
S
t
a
t
i
Fluid velocity (m/s)
Generic flow regime map showing the different behavior types according to strength (Pa) and applied fluid velocity (m/s).
Unfocused FlowThe effect of varying fluid velocity
through 0.1m/s, 0.2m/s, 0.4m/s at t t b d t th f 430Pconstant bond strength of 430Pa.
xxxxxxxxx
g
t
h
(
P
a
)
xxxxxx
SolidFracture & LiftDisintegrate &
LiftDi i t t
S
t
r
e
n
g
xxxxxxxxxxDisintegrate
Flow regime map
Unfocused Flow - Behavioural types
Solid rock remainsSolid rock remains unbroken.
Fracturing and liftingxxxxxxxxx
h
(
P
a
)
xxxxxxxxx
S
t
r
e
n
g
t
h
Unfocused Flow - Behavioural types
L lLateral fracturingDi i t tiDisintegration
xxxxxxxxx
t
r
e
n
g
t
h
(
P
a
)
S
t
LateralfracturingFracturing
Solid Disintegratesh
(
P
a
)
S
t
r
e
n
g
t
h
Fluid velocity (m/s)
Flow regime map for unfocused flow
Focused flowExample of varying fluid velocity, from
1 5 t 5 5 / t1.5 to 5.5 m/s, at constant bond
strength of 4.3kPa.
Flow i ( P
a
)
regime map for focused
S
t
r
e
n
g
t
h
(
flow.
S
Behavioural types
SolidSolid
F t iFracturing and lifting
Behavioural types
FracturingFracturing leading to fluidisation Instant
fluidisation
1st International FLAC/DEM Symposium 25 August 2008
Fracture & disintegrateFracture & lift
Solid Disintegrate
n
g
t
h
(
P
a
)
S
t
r
e
n
Fluid velocity (m/s)
Flow regime map for focused flow
Heterogeneous bondsBond strengths applied according to a Gaussian distribution about the
mean value of 3.4e6 N, with standard deviation equal to a given percentage of this mean.
Little change is observed in the 1, 5 and 10 % deviationand 10 % deviation models, with only
the 25% model showing any
i ifi tsignificant differences in initial fracture patterning.
Heterogeneous bonds
Prolonged observation of gthe model shows that
there is no enhancement of
fracturing throughout the heterogeneous
assembly compared to y pthe homogeneous. This
modification to bond strengths is ineffective g
at providing a particularly easy path for the fluid to exploit.
1st International FLAC/DEM Symposium 25 August 2008
p
ObObserve a cohesive strength-
fluid flow rate relationship where
rock has the capacity to break
Disintegrates
capacity to break into breccia-
resembling pieces i t f i Lifts & Fractures Lifts Disintegratesin terms of size and/or shape.
disintegrates & lifts solidlyLifts solidl
Lifts solidl
Lifts solidl
Lifts solidl
Method of fluid introduction affectsintroduction affects migration patterns,
with unfocused flow (left) resulting in
sheet-like uniform motion,
& focused flow (right) encouraging(right) encouraging
turbulence and migration of
fragments to the bottom of the box.
VEINS
n
g
t
h
(
P
a
)
VE NBRECCIASS t r
e
n
Figure demonstrates the consequences of the fluid flow being less than (veins) or greater than (breccias) the fluid g ( ) g ( )
flow predicted through Darcys Law for a given permeability and fluid pressure gradient.
Veins versus BrecciasVeins versus Breccias
It appears feasible to considerIt appears feasible to consider evolutionary paths for RVEs
(representative volume elements) as(representative volume elements) as the rock strength changes with damage as a function of fluid velocity and putas a function of fluid velocity and put deformation (strain? strain-rate?) as a
3rd axis3 axis.
1st International FLAC/DEM Symposium 25 August 2008
Evolutionary paths
VEINS
m
a
g
e
g
t
h
+
d
a
m
BRECCIASo ck
s
t
r
e
n
g
BRECCIAS
R
o
No With
unsaturated
saturated
1st International FLAC/DEM Symposium 25 August 2008
No Fluid
With Fluid
Conclusions The purpose of the study was to find conditions The purpose of the study was to find conditions that would cause fracturing into breccia-resembling pieces, & result in transport/reorientation of these p , p
pieces. What is gained from these unconstrained models
is an illustration of the distribution of fracture patterns of the assembly for a given range of flow
rates and cohesive strengths Mechanisms forrates and cohesive strengths. Mechanisms for completely fracturing a rock using introduced fluid
are not revealed. Some mixing and reorientation of fragments was
observed with the use of fluid from a point source; this could be relevant to breccias that showthis could be relevant to breccias that show
evidence of transport.
Further ConclusionsThe preparation of flow regime maps is
fundamental to the interpretation offundamental to the interpretation of breccia textures in the field since one can position a particular texture within p pa rock strength/fluid velocity/porosity
field on the map. The geological applications are
considerable; development of this area would benefit mineral formation
predictions and understanding of fracture formation
1st International FLAC/DEM Symposium 25 August 2008
fracture formation.
Thank youThank you
1st International FLAC/DEM Symposium 25 August 2008