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structural geology
study of the geologic structures formed by deformation within the earth
Deformation: three ways
Translation, Rotation, Strain
second rank tensor
Stress-one vector is transformed into another
Magnitude and direction changes based on the location on the object being acted on
Brittle deformation:
Fracturing and faulting
Loss of cohesion, abrupt displacements
Ductile Deformation:
No loss of cohesion
Implies higher temperatures
Results in the development of tectonic fabrics (foliations and lineations)
Rock strength: definition and 6 things it depends on:
Definition: maximum differential stress that a rock can support before it fails
6 things:
Pressure
Temp
Composition and grain size
Differential pressure/Stress
Water content
Deformation rate
Geometric description:
Statement of what we can objectively see, akin to a still photograph
No interpretation of why and how; purely facts of what is observed
Kinematic description:
interpretation about how a structure developed through time
Describe how things form but not the cause
mechanical model
a simplified version of reality about why a structure formed the way it did
Three principal types of plate margins and where they occur
– Convergent margins (subduction and collision zones)
– Divergent margins (mid-ocean ridges, continental rifts)
– Transform margins (strike-slip boundaries)
Three types of continental margins:
Atlantic-type
Passive
Japan Sea-type
Extensional
Andean type
Convergent
Sources of stress
Tectonics
magmatic/thermal
Hydraulic forces
Overburden
Force vs. stress
force=mass*acceleration
stress=force/area
forces acting on a rock (2)
internal
external-surface force and bodyforce
a force applied to an area is a ___
traction
Maximum differential stress is
(sigma1-sigma3)
stress in 3D represented by (4):
• tensor notation
•Principal stresses
•Stress ellipsoid
•Mohr Circle
stress sign conventions (4)
tensile-negative
compressive-positive
counterclockwise (sinistral)-positive
Clockwise (dextral)-negative
hydrostatic pressure
all principle stresses equal
Uniaxial stress
2 principal stresses are zero, other is different
compression or tension depending on which stress is not zero
axial compression
two principle stresses are equal, one is higher
triaxial stress
all principle stresses are different
deviatroric stress
total stress-mean stress
pure shear
one direction of deformation same as the origin
Biaxial stress
biaxial (planar)-both stresses lie in a single plane and the out-of-plane stress is zero.
biaxial-two stresses non zero-one is zero
Fracture with no slip is__
extensional fracture or joint
Fracture with slip is:
shear fracture or fault
Modes of fracture (3)
Mode 1: extension
Rock relative motion perpendicular to fracture walls
Mode 2: shear
Rock relative motion parallel to propagating tip
Mode 3: shear (2)
Motion perpendicular to propagating tip
Brittle failure criterion depends on:
Confining pressure
• Fluid pressure
• Pre-existing weaknesses in the rocks
Tensile failure criterion states:
Tensile failure is a specific ___ on the ___ Mohr circle
that the effective least principle stress cannot be less than the failure value
A specific point on the critical mohr circle
The point where an extension fracture is formed
Represented by a vertical line to the left of the origin
Everything past this point is unstable
Andersonian Mechanics: what it assumes and faults that it predicts
Assumes that:
One of the principle stresses is always vertical and the other two are horizontal
Rocks fail by either Tensile failure of Coulomb failure
Predicts what the general orientations of all faults are:
-thrust fault: sigma1 horizontal; sigma3 vertical; sigma 2 horizontal and parallels the strike of the fault
-normal fault: sigma1 vertical; sigma 3 horizontal; sigma 2 horizontal parallel to the strike of the fault
-strike slip: sigma1 and sigma3 are horizontal; sigma 2 vertical and parallel to fault surface
What happens when the Mohr circle becomes tangent to the coulomb failure criteria line?
one surface has
the right amount
of normal and
shearing stress
to fracture
what is coulomb failure and coulomb failure predicts that: (think angles)
it is a Function of mean normal stress and cohesion of rock
predicts that fault normals will always be at about 60 degrees to the maximum compressive stress sigma 1
Or, the fault surface will be about 30 degrees to sigma 1
Griffith crack theory
rocks are a lot weaker than theoretical predictions due to tiny cracks in them
Poor fluid pressure equation (tensile stress):
Pf=sigma3-Tknot
Mode 1 fractures
Joints, fissures, dikes, veins
Mode 2 and 3 fractures
Faults, deformation bands, shear zones
Joint
individual extension fracture that shows very small displacement normal to the fracture surface and no, or very little displacement parallel to the fracture surface
joints form perpendicular to …
the least principle stress
Joints are produced by (4 things)…
Exhumation and erosion
Cooling (thermal contraction)
Tectonic stresses
Hydraulic pressure
sheet joints (formed by)
Exhumation and erosion
Curviplanar; parallel to erosion surface
Columnar joints and mudcracks (formed by)
Hexagonal arrangement due to radial cooling/shrinking
En echelon pinnate fractures and tension gashes:
Associated with faults and shear zones
Tension (pinnate) fracture: form on either side of a brittle shear zone (fault) in an en echelon array
Gash fracture: mineral filled; form in ductile shear zone; rotated into sigmoidal shape
Younger joints ___ against older joints
terminate
3 features of Plumose structure (joints)
Plume axis charts the direction of propagation
Arrest lines indicate episodic propagation
Twist hackle reflects rotation of the stress axes near mechanical boundaries
3 types of joints that are filled with something
dikes
fissures
viens
A ___ consists of a zone along which slip (shear displacement) has
occurred.
fault!
3 shear distribution scenarios
fault plane
fault zone
ductile shear zone
___ fractures tend to form at a ___ degree angle with respect to __ principle stress
shear; 30 degrees; sigma1
slip is…
slip connects…
a displacement vector
connects two points on either side of the fault zone that were
connected before faulting.
separation is…
an apparent displacement parallel to the strike and or parallel to the dip; may be a component of the slip
piercing points
a unique pair of “points” that were once connected, but have since been displaced along a fault.
Fault terms: rake; net slip; dip slip; strike slip; vertical throw; horizontal throw; heave
Rake: The angle (measured on the fault plane) between the net slip vector and horizontal
net slip-total slip
dip slip- the dip parallel slip component
strike slip- the strike parallel slip component
vertical throw-vertical component of the net slip
horizontal throw-the horizontal component of the net slip
heave-the apparent horizontal component of the net slip
fault rocks (4)
gouge-mostly clay sized, poorly consolidated material pulverized by fault slip.
cataclasite-generally cohesive fault zone rocks, with 30-100% matrix
breccia-angular, poorly sorted clasts up to boulder size that have been broken up by fault slip.
Pseudotachylite is dark glassy rock formed by frictional melting during earthquakes
5 ways to recognize faults in the field
-Polished, striated surfaces
• Fault zone rocks
• Drag folding
• Displacement of geomorphic features
• Truncation of layering by a planar surface
Two components of a thrust fault
ramp and flat
Normal faults terminologies and what they mean (2)
graben-going down
Horst-going up
Thrust fault terminology (2)
foreland-undeformed region in front of the fault
hinterland-region behind the fault
thrust fault duplexing
antiformal stacks of thrust faults that propagate upwards because the fault gets frictionally stuck