ROCK MECHANICS AND THE PROPERTIES OF ROCKS (PHYSICAL, MECHANICAL, AND DYNAMIC PROPERTIES). Flashcards

(58 cards)

1
Q

is a discipline that uses the
principles of mechanics to describe
the behaviour of rocks under
variousphysicalforces.

A

ROCK MECHANICS

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2
Q

what year did the Rock Mechanics Committee of the American
National Academy of Science was founded

A

1963

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3
Q

is the theoretical and applied science of
the mechanical behaviour of rock. It is the branch of
mechanics concerned with the response of rock to the
forcefieldsofitsphysicalenvironment.

A

Rock mechanics

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4
Q

TWO MAJOR BRANCHES
OF ROCK MECHANICS

A

STRUCTURAL ROCK MECHANICS

COMMINUTION

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5
Q

is concerned with the stability of engineering
structuresin whichthe material ispredominantlyrock.

A

STRUCTURAL ROCK
MECHANICS

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6
Q

which is concerned with the reduction of rock to small
fragments by the application of external forces as in
drilling, blasting,cutting, and grinding.

A

COMMINUTION

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6
Q

Typically continuous,
homogeneous, isotropic, and linearlyelastic(CHILE). Their
properties are well-known and controllable during
production.

A

Construction Materials

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7
Q

Are discontinuous, inhomogeneous, anisotropic, and
non-linearly elastic (DIANE). The properties of _____ are
often variable and difficult to control, making their
behaviorlesspredictable.

A

rocks

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7
Q

DAINE MEANS

A

discontinuous, inhomogeneous, anisotropic, and
non-linearly elastic

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8
Q

CHILE MEANS

A

continuous,
homogeneous, isotropic, and linearlyelastic

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9
Q

two types of Discontinuities

A

Normal Discontinuities
Artificial Discontinuities

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9
Q

are fractures or breaks in rocks that
affect their mechanical behaviour.

A

Discontinuities

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10
Q

hese include large, smooth
fractures that are often weathered or infilled, such
asfaults,joints, bedding, and fractures

A

Normal Discontinuities:

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10
Q

These are smaller, rough,
and often fresh fractures with no specific pattern,
typicallycreated byhuman activities.

A

Artificial Discontinuities

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11
Q

This refers to the
variation in rock properties at different locations, often
due to mineral composition or the presence of
discontinuities.

A

Inhomogeneity of Rock Materials

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12
Q

is the force per unit area applied to a rock.

A

STRESS IN ROCKS

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12
Q

This is primarily caused by
the existence of discontinuities in the rock mass, which
significantly affectits mechanical behavior.

A

Inhomogeneity of Rock Masses

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13
Q

is defined as variationsofproperties with respect
to the directions concerned in design and analysis of rock
structures

A

ANISOTROPY OF ROCKS

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14
Q

TYPES OF STRESS IN ROCKS

A

Normal Stress
Shear Stress

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15
Q

Stress that acts parallel to a
surface.

A

Shear Stress

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15
Q

Stressthat actsperpendicularto a
surface.

A

Normal Stress

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16
Q

The composition,structure, and texture of rock
materials directly control their strength. While
there areover _________ known minerals,only about
nineplay a significantroleinrockformation.

A

2,000

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16
Q

-may be known as Index
Properties
-it describes the rock material
and helpsinclassifyingthem

A

Physical
Properties

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17
Q

is the ratio of the density
of the rock to the density of water. It helps determine whether the rock will float or sink

A

Specific Gravity(G)

18
also known as specific weight, relates the rock's size, mass, density, and force.
Unit Weight (Y)
19
refers to how compact the rock is, and itisrelated toits mineralcomposition.
Density
20
s theproportion of the volume that is not solid, affecting water storage and permeability.
Porosity
20
influences physical properties such as weight and density.
Moisture Content
21
is the ratio of the volume of voids to the volume of solids, and is related to porosity
Void Ratio
22
indicates how much moisture is present in the rock relative to its total void capacity
Degree of Saturation
23
describes the rock's ability to transmit fluids. Highly porous rocks with wellconnected voids have high ______
Permeability
23
majority of rocks are dielectric, and measurements of dielectric constants areused to interpret data.
Electrical Properties
24
The increase in temperature also makes rock weaker due to the formation of cracks in the rock mass.
Thermal Properties
25
occurs when rocks absorb water and increase in volume
Swelling
26
refers to the condition where the propertiesof a rock massvary dependingonthe direction.
Anisotropy
26
refers tohow resistant rocks areto weathering and other forms of degradation overtime.
Durability
27
describe a rock's strength and its ability to resist deformation under load
Mechanical Properties
28
The ability of a rock to withstand axial loads without failure.
Compressive Strength
29
is determined by dividing the load at failure by thecross-sectional area of the rock.
Uniaxial Compressive Strength
30
IN COMPRESSIVE STRENGTH Tests like the uniaxial compression and triaxial compression tests directly measure compressive strength.
Direct Methods
31
IN COMPRESSIVE STRENGTH Techniques like the Schmidt Hammer Test and Point Load Test estimate compressive strength without damaging the rocksample.
Indirect Methods
32
The maximum tension a rock can withstand before failure. Rocks are generally weak in tension, but tensile strength is important for understanding failure mechanisms
Tensile Strength
33
IN TENSILE STRENGTH Involve applying uniaxial tensilestress.
Direct Methods
34
IN TENSILE STRENGTH Techniques like the Brazilian Disc Test estimate tensile strength nondestructively.
Indirect Methods
35
This refers to the maximum resistance to deformation caused by shear stresses. It is essential for analyzing rock slopes and foundations.
Shear Strength
36
Include laboratory tests to measure shear resistance along weakness planes in the rock.
Shear Strength Tests
37
are generated when stress is applied to a rock, causing deformation that propagates as sound waves through the material. They are essential for understanding seismic activities.
Stress Waves
38
Pressure experienced by rocks duetothe weightofoverlying materials.
Lithostatic Stress
39
Unequal stress experienced by rocks, often caused by tectonic forces.
Differential Stress
40
The deformation or change in shape that occurs in response to applied stress
Strain
41
Therockreturnstoits original shape after the stress is removed.
Elastic Deformation
42
Occurs under high temperature and pressure, causing the rock to flow rather than fracture
Ductile Deformation
43
Characterized by rock fracturing when stress exceeds its yield strength.
Brittle Deformation:
44
These constants describe the rock's ability to return to its original shape after deformation:
Elastic Constants:
45
Measures resistance to compression.
Modulus of Elasticity (Young ’s Modulus)
46
Measures resistance to shear deformation
Shear Modulus
47
Describes the relationship between lateral strain and longitudinal strain underloading.
Poisson's Ratio
48
Measures resistance to volume changeunderpressure.
Bulk Modulus