STRUCTURAL GEOLOGY HATCHER 6 Flashcards

1
Q

Three end members of deformatio

A

Elastic
Plastic
Viscous

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2
Q

Objects with materia memory

A

Elastic

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3
Q

permanent strain that occurs without loss of cohesion and is the result of rearrangement of chemical bons in crystal lattices in minerals by one or more DISLOCATION CREEP MECHANISMS

A

Plastic

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4
Q

Behaviour of fluids such as water or magma or any other substances with LITTLE INTERNAL STRUCTURE and is perasive, permanent and involves dependence of strain rate on stress

A

Viscous

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5
Q

Another term for elastic behaviour

A

HOOKEAN

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6
Q

This implies failure in the elastic range particularly in breaching the elastic limit

A

Brittle behaviour

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7
Q

this best describes LINEAR ELASTIC BEHAVIOR in an isotropic Homogenous material and states that elastic strain is directly proportional to the stress applied

A

Hooke’s Law (Robert Hooke)

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8
Q

Mathematical equation of Hookes Law

A

Applied stress = Youngs modulus * strain

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9
Q

Therfore what is the formula for the elastic constant aka youngs modulus?

A

E= Stress/Strain = F/A / (L1-L0)/L0

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10
Q

Elastic behaviour under shear stress

A

Shear stress = Rigidity Moduls* Shear Strain

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11
Q

Thus rigidity modulus is equal to

A

G = Shear stress/Shear strain

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12
Q

This is where the stress strain curve changes slope abruptly which denotes area where hooke’s law is no longer applicable and beyond which the material begins to undergo permanent defomrtaion or ruptures

A

Yield point/Elastic Limit

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13
Q

This is the highest point in a stress strain curve

A

Ultimate strength

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14
Q

Rocks theoretically begins to fracture at this point or value of ultimate strength

A

Half of the ultimate strength

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15
Q

A measure of compressibility of PR = - E1 (Lengthening )/ E3 (Change in h (- shorthening) which is always positive

A

Poissons ratio

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16
Q

Poission’s ratio of water and its implication

A

0.5 = incmpressible

17
Q

Possons of Halite

A

<0.5 low compressibility

18
Q

Possons of less than 0.5 means

A

VOLUME Decreased

19
Q

Formula of possons using Vp compressional and Vs Shear wave velocity

A

0.5 [1- (1/(Vp/Vs)^2-1)]

20
Q

Beyond elastic limits the behaviour of solid and liquids respectively are

A

Solid: Plastic = liquid: Viscous

21
Q

Stationary fluids that does not transmit shear stress

A

Perfect Fluids

22
Q

Fluids in which there is linear proportionality between the differential stress or shear stress and shear strain rate

A

Newtonian Fluids

23
Q

Si unit for Viscosity?

A

Poise

24
Q

Equivalent of poise to stress units of Pa

A

10 poise = 1 Pa*s

25
Q

Viscosity is

A

Differential stress/shear strain rate

26
Q

Shear stress in fluids exists only when they are in?

A

Motion

27
Q

aka ideal plastic behaviour that begins at yieald point

A

Saint Venant Behaviour
(Adhemar Jean Claude Barre de Sain Venant)

28
Q

This pertains to the process when material increases resistant to deformatio as strain increases after the yield point

A

Strain hardening

29
Q

This pertains to process when material decreases resistance to deformation as strain increases

A

Strain Softening

30
Q

aka of elastiviscous behaviour

A

Maxwell Behaviour

31
Q

Therfore what is the formula for the elastic constant aka youngs modulus?

A

Total shear strain = elastic shear strain + viscour shear stran

32
Q

Suggested term for materials that deform like fluids (viscous strain is 100x the elastic strain)

A

Rheid

33
Q

The phenomenon when Rocks behaviour vary in space and time by concentration of defromation into specific parts of a rock mass by different behaviour or mechanism

A

Strain Partioning