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Folds mechanics theory and practice
1. Folds Mechanics Theory and Practice
MSc REM Reservoir Structure ½ ModuleFolds
Mechanics Theory and Practice
Sergei Parnachov
Gary Couples
2. May be very complex
MSc REM Reservoir Structure ½ ModuleMay be very complex
Complex fold map (top) and
explanation for Milton area, North
Carolina (Hatcher, 1996)
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3. More common information
MSc REM Reservoir Structure ½ ModuleMore common information
Моноклиналь в отеч.
терминологии
Twiss & Moores, 1992
Флексура в отеч.
терминологии
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4. More common information
MSc REM Reservoir Structure ½ ModuleMore common information
Different order folds on the molting glacier
Hatcher, 1996
Pumpelly’s rule: small-scale structure
generally mimic larger-scale structures
formed the same time
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5. Folding Theories
MSc REM Reservoir Structure ½ ModuleFolding Theories
Buckling (продольный изгиб)
“week” matrix layer
“strong” layer
“week” matrix layer
Bending (поперечный изгиб)
–
–
–
–
–
Compactional drapes
Laccoliths
Fault-blocks
Salt domes
etc
d 2 t 3
1
2
were:
λd - dominant wavelength of the
“strong” layer,
t – thickness of “strong” layer,
μ1 – viscosity of the “strong” layer,
μ2 – viscosity of the supporting
matrix of “week” layers
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6. Single-Layer Buckling
MSc REM Reservoir Structure ½ ModuleSingle-Layer Buckling
Layer is surrounded by a “medium”
No deflections
s < scrit
s = scrit
Sudden deflection
scrit = f (thickness, ratio of stiffnesses)
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7. Basics of Folding Mechanics
MSc REM Reservoir Structure ½ ModuleBasics of Folding Mechanics
Ortogonal Flexure
Passive-Shear
Folding
Flexural-Shear Folding
Volume-loss Folding: compressional
solution bends formation!! – кливаж
осевой поверхности
Twiss & Moores, 1992
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8. “Buckles” in the Laboratory
MSc REM Reservoir Structure ½ Module“Buckles” in the Laboratory
Blue and green curves show that strain gages
are recording deflections from the beginning
of the experiment
These experiments
reveal that EVERY
plate tested begins to
deflect from the instant
that load is applied.
Yes, there is an
accelerated deflection
that occurs near peak
load.
But these results do
not support the notion
of buckling.
Experimental work by Mike Fahy, 1974-76
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9. But Pushing on Rock Layers Makes Folds
MSc REM Reservoir Structure ½ ModuleBut Pushing on Rock Layers Makes Folds
These rock-layer models
were deformed at confining
pressure as a consequence
of layer-parallel shortening.
The different fold shapes
are related to differences in
lithology and confining
pressure.
Layers originally 20 cm long (after Handin et al, 1972)
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10. Strain Patterns
MSc REM Reservoir Structure ½ ModuleStrain Patterns
Simple conceptual models
derived from observations
of simple “free” beams, and
extrapolation to realistic
flexures
Unfortunately, these ideas
aren’t supported by
observations
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11. Bending Stress State
MSc REM Reservoir Structure ½ ModuleBending Stress State
Derived from multiple sources: elasticity, photo-elastic models,
physical models, outcrops, numerical simulations
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12. Pure Elastic Solution
MSc REM Reservoir Structure ½ ModuleMap this
solution onto
finite flexure
Pure Elastic Solution
(after Hafner, 1951; Couples, 1977)
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13. Photo-Elastic Models
MSc REM Reservoir Structure ½ ModulePhoto-Elastic Models
Gelatine balls: located in the
glass with a piston on the
top. Black bands visible in
polarized light, indicate σ1
axe trajectories
This image illustrates the
method – but it is not a fold!
Using a gelatin material, and
subjecting it to a
deformation (an elastic one,
even with high strains), we
determine stress directions
and magnitudes.
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14. Rock Model Studies
MSc REM Reservoir Structure ½ ModuleRock Model Studies
Crest of anticline in buckled single-layer of Leuders
Limestone
Note pattern of induced fractures (after Mel Friedman, ca. 1971)
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15. Stress Pattern in Numerical Model of Flexure
MSc REM Reservoir Structure ½ ModuleStress Pattern in Numerical Model of Flexure
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16. Same Pattern in Numerical Models of Buckle Folds
MSc REM Reservoir Structure ½ ModuleSame Pattern in Numerical Models
of Buckle Folds
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17. Testing the Flexural Model
MSc REM Reservoir Structure ½ ModuleTesting the Flexural Model
Experimental models
Numerical simulations
Field observations
Derive general prediction for fracture/ damage
distributions in flexural deformations (folding)
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18. Another Model Design: Details
MSc REM Reservoir Structure ½ ModuleAnother Model Design: Details
Machined steel blocks: perfect
circular arcs, lubricated
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19. Examples of Specimen Data
MSc REM Reservoir Structure ½ ModuleExamples of
Specimen Data
Side jacket of lead, with scribed
grid that records displacement
during experiment
Model after epoxy impregnation
and cutting on rock saw
Inside of opposite lead side
jacket, showing that it was welded
to sample during deformation
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20. Effects of Multiple Layers
MSc REM Reservoir Structure ½ ModuleEffects of Multiple Layers
As bedding-plane slip
activates, pre-existing fabric
elements are abandoned, and
new ones form
The new fabrics overprint
the old, and they indicate
bending within new multilayer packages defined by the
active slip surfaces
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21. Observed Fabrics
MSc REM Reservoir Structure ½ ModuleObserved Fabrics
L=limestone,
D=dolostone,
P=lead
Flexural slip modifies the locations
and amounts of induced damage
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22. Multiple Beams Develop
MSc REM Reservoir Structure ½ ModuleMultiple Beams Develop
Sheets of
lead
Stack of paper cards, lubricated
with graphite dust
Slip develops only on some
interfaces – as needed
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23. Translations of Layers
MSc REM Reservoir Structure ½ ModuleTranslations of Layers
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24. Not Uniformly!
MSc REM Reservoir Structure ½ ModuleNot Uniformly!
Derived from distorted grids
The rock layers move away
from, and towards, the fold –
all by themselves!
Lateral movement is part of
the energy re-distribution
operating in flexures
(Don’t assume pin-lines for
balancing)
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25. ex Strains Vary Along Layers
MSc REM Reservoir Structure ½ Moduleex Strains Vary Along Layers
In these models, ex = evol
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26. Multi-Layer Numerical Simulations
MSc REM Reservoir Structure ½ ModuleMulti-Layer Numerical Simulations
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27. Some conclusions
MSc REM Reservoir Structure ½ ModuleSome conclusions
The more experimental works – the less
understandable the process (at least on this stage):
ALL MODELS ARE WRONG
Adding flexure sliding along buckled folds reduces
brittle deformation drastically
By opposite – fixing flexure (say by adding a dikes)
will lead to the increasing of fracturing
Volume-loss folds have a compressional solution
bands crossing the beds which may cause fluid
migration obstacle
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