Chapter 7 Flashcards

1
Q

Grain boundary sliding is influenced by friction, and the mechanism is therefore called

A

frictional sliding

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2
Q

The grains translate and rotate to accommodate frictional grain boundary slip, and the whole process is called

A

granular flow

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3
Q

are fractures restricted to single grains.

A

Intragranular fractures

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4
Q

are fractures that extend across a few grains.

A

Intergranular fractures

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5
Q

The fracture and crushing of grains, coupled with frictional sliding along grain contacts and grain rotation

A

cataclasis

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6
Q

More moderate cataclastic deformation can occur in somewhat wider brittle or cataclastic shear zones. In this case the fragments resulting from grain crushing flow during shearing

A

cataclastic flow.

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7
Q

Strong grain crushing without evidence of shear offset has also been observed and is called

A

pulverization

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8
Q

any planar or subplanar discontinuity that is very narrow in one dimension compared to the other two and forms as a result of external (e.g. tectonic) or internal (thermal or residual) stress.

A

fracture

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9
Q

Fractures can be separated into:

A
  • shear fractures (slip surfaces)
  • opening or extension fractures (joints, fissures and veins)
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10
Q

are very narrow zones, often thought of as surfaces, associated with discontinuities in displacement and mechanical properties (strength or stiffness).

A

Fractures

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11
Q

is a fracture along which the relative movement is parallel to the fracture

is used for fractures with small (mm- to dm-scale) displacements

A

shear fracture

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12
Q

is more commonly restricted to discontinuities with larger offset.

A

fault

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13
Q

used for fractures with fracture-parallel movements regardless of the amount of displacement and is consistent with the traditional use of the term fault.

A

slip surface

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14
Q

are fractures that show extension perpendicular to the walls.

A

Extension Fractures

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15
Q

have little or no macroscopically detectable displacement, but close examination reveals that most joints have a minute extensional displacement across the joint surfaces, and therefore they are classified as true extension fractures.

A

Joints

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16
Q

When filled with air or fluid we use the term

A

fissure

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17
Q

Mineral-filled extension fractures are called

A

veins

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18
Q

while magma-filled fractures are classified

A

dikes

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19
Q

have contractional displacements across them and are filled with immobile residue from the host rock.

A

Contractional planar features

20
Q

are compactional structures characterized by very irregular, rather than planar, surfaces.

A

Stylolites

21
Q

as they nicely define one of three endmembers in a complete kinematic fracture framework together with shear and extension fractures.

A

Contraction fractures

22
Q

can be used to test the uniaxial compressive or tensile strength of rocks.

A

Uniaxial rigs

23
Q

is used to explore the effect of large shear strain under vertical compression of up to about 25 MPa.

A

ringshear apparatus

24
Q

where rock cylinders are loaded in the axial direction while the sample is confined in fluid that can be pumped up to a certain confining pressure.

A

Triaxial tests

25
Q

where the resistance against shear is explored. The higher the normal stress, the higher the shear stress necessary to activate the fracture.

A

Shearbox experiment

26
Q

ideally develop perpendicular to σ3 and thus contain the intermediate and maximum principal stresses. In terms of strain, they develop perpendicular to the stretching direction under tensile conditions, and parallel to the compression axis during compression tests.

A

Extension Fractures

27
Q

If extension fractures form under conditions where at least one of the stress axes is tensile, then such fractures are

A

tensile fracture

28
Q

The line that tangent the Mohr circles represents the Coulomb fracture criterion

A

Coulomb failure envelope

29
Q

is the envelope or curve in the Mohr diagram that describes the critical states of stress over a range of differential stress, regardless of whether it obeys the Coulomb criterion or not.

A

Mohr failure envelope

30
Q

In this zone microdefects expand and connect so that the macrofracture can grow

A

Process zone

31
Q

far-field stress, we mean the stress that exists away from the local anomaly, or the state of stress if the anomaly was not there.

A

Remote stress

32
Q

Long, narrow planes slightly oblique to the main fracture surface named

A

Hackles

33
Q

This would typically be a bedding interface or some other boundary between two rock types of different mechanical properties, in which case a series of twisted joints or twist hackles form

A

fringe zone

34
Q

are thus locations of minimum propagation velocity and form parabolic (elliptic in massive rocks) irregularities sometimes referred to as arrest lines.

A

Ribs

35
Q

which are tensile fractures at the end of shear fracture

A

Wing Cracks

36
Q

In other cases, a whole population of minor, typically tensile fractures occur in the tip zone. These are asymmetrically arranged with respect to the main fracture and referred to

A

horsetail fractures.

37
Q

If the secondary fractures in the tip zone represent a fan shaped splaying of the main fracture, then the commonly used term is

A

splay faults.

38
Q

While splay faults are synthetic with respect to the main fault___________ may also occur in the tip zone of fractures

A

, antithetic fractures

39
Q

describes the vertical increase in critical shear stress (stress required for faulting) through the frictional upper crust

A

Byerlee’s law

40
Q

is the difference between the applied or remote stress and the fluid pressure.

A

Effective stress

41
Q

In highly porous rocks and sediments, brittle deformation is expressed by related, although different, deformation structures referred to as

are restricted to highly porous granular media, notably porous sandstones.

A

deformation bands.

42
Q

develop by shear-related disaggregation of grains by means of grain rolling, grain boundary sliding and breaking of grain bonding cements; the process that we called particulate or granular flow.

A

Disaggregation bands

43
Q

(also called framework phyllosilicate bands) form in sand(stone) where the content of platy minerals exceeds about 10–15%.

A

Phyllosilicate bands

44
Q

typically show striations and classify as slip surfaces rather than deformation bands.

A

Clay smears

45
Q

form where mechanical grain breaking is significant (Figure 7.39). These are the classic deformation bands first described by Atilla Aydin from the Colorado Plateau in the western USA

A

Clastic bands

46
Q
A