29
 Hyd rothermal brecciati on: part ic le mo deli ng .  A . Ord, 1,2,3 B. E. Hobbs, 1,2,3 & S. Mikula 1 x p o ra on n n g , er , , u s ra a 2 predictive mineral discovery Cooperative Research Centre, 3 School of Earth and Geographical Sciences, University of Western  Au s tr ali a, Per th , WA, Au st r ali a 1 st International FLAC/DEM Symposium 25 August 2008

27-Ord

Embed Size (px)

DESCRIPTION

breccia

Citation preview

  • 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