Earth Mat Flashcards - Ch 16

(84 cards)

1
Q

___is a directed force of some magnitude applied over an area.
___is a change induced by stress

A

Stress; Deformation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

The following conditions exist in uniform stress

A

The three perpendicular, principal stress axes can have any orientation as stress is equal in all directions.
No shear stresses occur.
No change in shape occurs.
Volume change can occur.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

a 1 kbar (0.1 GPa) would correspond to what depth

A

3.3 km

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

The following conditions exist in non-uniform stress

A

Stress axes are not equal in all directions.
Shear stresses can occur on rock bodies, but not on a principal plane
Shape changes can occur.
Volume change can occur with corresponding changes in density.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

Four components of deformation

A

distortion, dilation, translation and rotation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

Homogeneous strain:

A

equal strain,
parallel lines remain parallel, perpendicular remains perpendicular

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

Heterogenous strain:

A

strain intensity varies,
Angular changes
Parallel or perpendicular arent the same no more :(

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

indicates a change in volume.

A

dilation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

, also known as displacement , means that an object has moved from one point to another point.

A

Translation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

infers that an object has moved in a circular arc about an axis, sort of like tightening a screw into a wall or the way in which a wheel rotates around an axle.

A

Rotation

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

like stress axes, are imaginary lines that are perpendicular to each and intersect planes of zero-shear strain

A

Principal strain axes,

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

How would stress axes and pricipal strain axes correspond to each other

A

σ3 , σ2 , σ1 = X, Y, Z

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

refers to one or more intermediate strain steps describing separate strain conditions

A

Incremental strain

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

Strain axes are denoted by the letters X, Y and Z as follows:

A

X = Max
Y = Mid
Z = Min

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

implies that no rotation of the incremental strain axes occurred from an initial to final strain state.

A

Coaxial strain

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

Coaxial strain conditions

A

Pure shear (irrotational strain)
Requires conditions such as
Uniform elongation at a single reaction
Uniform contraction in a perpendicular direction
Strain = stress
No volume change

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
17
Q

is a rotational strain in which the strain axes rotate through time

A

Non-coaxial strain

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
18
Q

Pure shear and simple shear are two idealized end members. ____________ is a combination of 2 shears; the most common one in the field

A

General shear

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
19
Q

Non - Coaxial strain conditions

A

principal strain axes do not remain the same.
Simple Shear (rotational shear)
Requires conditions such as
Strain axes do not remain parallel
All strain axes rotate
Maximum elongation not parallel to direction of min compressive stress; same goes with minimum elongation, max compressive stress

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
20
Q

refers to how materials respond to stress.

A

Rheology

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
21
Q

Strain proportional to stress; linear relationship.

A

Hooke’s Law

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
22
Q

elastic behavior is also referred to as

A

Hookean behavior

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
23
Q

Elastic behavior can be described in terms of:

A

Length change (translation)
Shape change (Strain/Distortion)
Volume Change (Dilation)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
24
Q

Measure of resistance to shape change
AKA rigidity (G)
Ratio of shear stress to shear strain

A

Shear modulus

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
25
Resistance to a change in shape Expressed as K = change in pressure/change in volume
Bulk Modulus (incompressibility)
26
Measure of fattening compared to lengthening Response to compression All earth materials increase in diameter, decrease in length
Poisson's Ratio
27
Plastic behavior occurs through the
reorientation of the crystal structure
28
Plastic behavior is favored by
Favored by high T, high P, and low strain rate
29
Mechanisms of Plastic behavior
Cataclastic Flow Diffusional Mass Transfer
30
Mesoscopic ductility facilitated by microscopic fracturing and frictional sliding Low lithostatic pressure
Cataclastic flow
31
High PT; material flow through crystals
Diffusional Mass Transfer
32
Grain boundary or volume diffusion High PT, translation w/in a mineral Crystal lattice vacancies migrate to the greatest stress Atoms relocate to minimal stress
Solid State Diffusion
33
is permanent, irreversible deformation characterized by the development of visible fractures and loss of cohesion between rock particles.
Brittle behavior
34
Rocks experience elastic deformation until a ________________ is attained
rupture point (rupture strength)
35
the material is the maximum stress level that can be achieved prior to the onset of brittle failure.
the ultimate strength
36
is the depth within Earth where rock behavior changes from brittle to ductile behavior
The brittle-ductile boundary (or brittle-ductile transition)
37
Brittle-Ductile boundary zone at
~10-20 km and ~300°C
38
refers to the rate at which rock is pulled apart, compressed, or sheared
Strain rate
39
Generally, Earth materials display the following behaviors:
Brittle behavior: shallow depth, low T, high strain rate Ductile behavior: deeper depth, high T, low strain rate
40
temperatures at which change from brittle to ductile behavior. (Bt, Qtz, Felds, Amp, Gar)
250 300 400 650-700 600-800
41
is a term that describes the resistance of rocks to flow. Rocks that Flow easily are less competent, or incompetent
Competency
42
commonly display ductile behavior, mohs scale less than 3
Incompetent
43
commonly brittle ductile behavior, mohs scale more than 3
Competent
44
refers to the amount of stress necessary to induce failure.
Strength
45
are isolated remnants of competent rock that once formed a continuous bed surrounded by less competent rocks; formed by rupture
Boudins
46
Brittle behavior commonly occurs at depths less than _________ because of upper crustal low temperature/low lithostatic pressure conditions, which allows for the development of fractures.
10 km
47
_______vein arrays are produced by high strain rate events that blast rock apart due to high pressures.
Non - systematic
48
__________ vein arrays consist of veins that display orientations suggesting a common origin in response to directed stress.
Systematic
49
Compressive vertical stress produces horizontal tensions; brittle fracturing ____________
forms tension veins parallel to max compression
50
vein array consists of a series of offset, parallel veins that formed in response to sinistral shear
En echelon quartz
51
Blocky/Sparry/Equant minerals indicates
growth within an unimpeded open space
52
displays a linear, acicular character, vein growth was incremental in response to fracture width increases.
Fibrous veins
53
Fibrous veins develops by a repearted cycle of crack and seal mechanism. Explain the process
Fluid pores crack a vein, seals it by precipitation
54
are essentially ductile faults in which displacement is dominated by plastic deformation processes rather than brittle rupture
Shear zones
55
are relatively straight (low curvature) layers separated by a high curvature region of the hinge
Limbs
56
is a point of maximum curvature separating two limbs.
Hinge
57
is an imaginary line connecting a series of hinge points along the strike of the fold
Hinge line
58
is the point at which the sense of curvature changes from one fold to another.
Inflection point
59
Elongate folds with a convex - upward structure are called
antiforms
60
Elongate folds with a concave - upward shapes are referred to as synforms.
synforms
61
Limbs dip toward hinge Young at hinge
Synclines
62
Limbs dip away hinge Old at hinge
Anticlines
63
Rock layers dip away from center Old at center
Domes
64
Rock layers dip towards center Young at center
Basins
65
Different folding episodes causes
interference patterns
66
Younger folds superimposing on older folds
Superposed Folds
67
consist of folds in which the limbs and hinges have been pulled apart due to extension Occur with multiple fold generations; involves replacement of ealier tectonic fabric by a recent ductility
Transposed folds
68
are small folds occurring in the limbs and hinges of larger scale folds.
Parasitic folds
69
Characterisitcs of a parasitic fold
Upper bed displaces toward hinge, lower bed away hinge Right rotation produces z-shape clockwise rotation Left rotation produces s-shape counterclockwise rotation Minimal rotation at hinge
70
fabric developed during lithification
Primary Fabric
71
fabric; Deformation process after initial lithification
Tectonic Fabric
72
fabric; mm scale continuous structures; no remaining undeformed parts
Continuous Fabric
73
fabric; some undeformed space exists between fabrics; visible deformed and undeformed parts
Spaced Fabric
74
fabric; No orientation
Random
75
fabric; arrangement in a predictable manner; 2 main classes: Folations (planar) Lineations (linear)
Preferred Fabric
76
are sheet - like structures that include joints, veins, faults, axial surfaces of folds, shear zones and cleavage.
Planar features
77
Parallel folations near perpendicular to maximum compressive stress; converges towards inner arc of hinge
Axial planar cleavage
78
Where S1 = Axial plane cleavage and S0 = Bedding angle S1 > S0 would be
upright fold
79
Where S1 = Axial plane cleavage and S0 = Bedding angle S1 < S0 would imply
complex folding patterns occured
80
form by the intersection of two planar fabrics
Intersection lineations
81
is an intersection lineation marked by the development of elongate, pencil - like shards
Pencil cleavage
82
are linear features that occur as a result of a secondary cleavage imposed upon a fine - grained rock (slate or phyllite) that experienced an earlier cleavage
Crenulation lineations
83
refer to vein mineral fibers that precipitate on rock surfaces via crack – seal processes
Slip or fibre lineations
84
are fibre lineations produced during displacement in faults and shear zones
Slickenlines