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Stress and Deformation: Part II D

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... stress at which the rock is no longer behaving in an elastic fashion ... Show on Strength vs. Depth Diagram. Viscous (fluid) behavior. Rocks can flow like fluids! ... – PowerPoint PPT presentation

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Title: Stress and Deformation: Part II D


1
Stress and Deformation Part II(DR, 304-319
126-149)
1. Important Role of Fluid Pressure 2.
Anderson's Theory of Faulting3. Rheology
(mechanical behavior of rocks) - Elastic
Hooke's Law - Plastic - Viscous4. Strength
vs. Depth Diagram
2
Preexisting fractures of suitable orientation may
fail before a new fracture is formed
3
fluid pressure serves to decrease confining
pressure
effective stress confining pressure fluid
pressure
Analogies 1. Air hockey table air pressure
reduces effective weight of puck2. Ice Skating
Ice melts under pressure fluid pressure beneath
skate decreases effective weight3. Extreme Free
Diving fluid (blood) pressure in lungs
counteracts confining pressure
4
What about fluid pressure?
Increasing fluid pressure favors failure!-Also
may lead to tensile failure if low differential
stressEffective stress s1,2,3 fluid pressure
5
What is it?
Tensile fracture filled with vein during dilation
What is it?What is the orientation of s1? What
does this suggest about the magnitude of
effective stress?What mechanism may help produce
this structure within the deeper crust?
Theta 0
very low
high fluid pressure to counteract lithostatic
stress
6
What happens at higher confining pressures?
Von Mises failure envelope- Failure occurs at
45 degrees from s1
7
Concept of strength vs. depth diagram
8
Rocks in the crust are generally in a state of
compressive stressBased on Coulomb's
Law of Failure, at what angle would you expect
faults to form with respect to s1?
9
Recall Coulomb's Law of Failure
In compression, what is the observed angle
between the fracture surface and s1 (q)?
30 degrees!
sc critical shear stress required for
failures0 cohesive strengthtanf coefficient
of internal frictionsN normal stress
10
Anderson's Theory of Faulting
The Earth's surface is a free surface (contact
between rock and atmosphere) with no shear
stress. As the principal stress directions are
directions of zero shear stress, they must be
parallel (2 of them) and perpendicular (1 of
them) to the Earth's surface. Combined with an
angle of failure of 30 degrees from s1, this
gives
11
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12
conjugate normal faults
13
conjugate thrust faults
14
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15
young conglomerate
old granite
16
A closer look at rock rheology (mechanical
behavior of rocks)
Elastic strain deformation is recoverable
instantaneously on removal of stress like a
spring
17
An isotropic, homogeneous elastic material
follows Hooke's Law
Hooke's Law s EeE (Young's Modulus) measure
of material stiffness determined by experiment
18
Yield strength The differential stress at which
the rock is no longer behaving in an elastic
fashion
19
Mechanics of faulting
20
What happens at higher differential stress and
confining pressure?
Plastic behavior produces an irreversible change
in shape as a result of rearranging chemical
bonds in the crystal lattice- without
failure!Ductile rocks are rocks that have
undergone a lot of plastic deformation
21
Ideal plastic behavior
like pulling gum out of your mouth
22
"Real" plastic behavior
modeled by "power law creep"
strain rate is proportional to stressm and
increases exponentially with Temperature
Show on Strength vs. Depth Diagram
23
Viscous (fluid) behavior
Rocks can flow like fluids!
24
For an ideal Newtonian fluiddifferential stress
viscosity X strain rateviscosity measure of
resistance to flow
25
Starting to put things together- A generalized
Strength vs. Depth diagram for the CRUST
The elastic-plastic or brittle-ductile transition
26
The implications
  • Earthquake ruptures nucleate near transition and
    propagate upward toward surface
  • Eathquakes are rare deeper than transition
  • Lower crust can flow in hot orogens (regions of
    mountain building)
  • Lower crustal deformation can be decoupled from
    upper crustal deformation
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