Written test 3 Flashcards

(34 cards)

1
Q

What is the definition of strain (normal strain)?

A

a

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2
Q

What is the definition of shear strain?

A

a

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3
Q

How many strain components and which (in a x,y,z-system) are necessary to describe the state of strain in a general case in
- 2 dimensions: - 3 dimensions:

A

a

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4
Q

Explain: principal strain?

A

aa

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5
Q

Explain: invariant!

A

a

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6
Q

Explain: Mohr’s strain circle!

A

a

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7
Q

Explain: Compatibility equation!

A

a

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8
Q

Explain: Constitutive relation!

A

a

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9
Q

Explain: Anisotropy!

A

a

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10
Q

Explain: Elastiskt material?

A

a

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11
Q

Explain: Visco elastic material!

A

a

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12
Q

Describe the geomechanics sign convention for strains and displacements!

A

a

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13
Q

In which two groups can the methods used to determine the elastic parameters for intact rock and rock masses be divided into?

A

a

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14
Q

Which are the methods used to determine the elastic parameters?

A

a

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15
Q

You are going to carry out a detailed analysis of a borehole. Which test method do you use to determine the elastic parameters?

A

a

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16
Q

You are responsible for an analysis of a large rock cavern with the size: width = 10 m, height = 8 m and length = 25 m. Which method do you choose to determine the elastic properties of the rock mass??

17
Q

You are going to calculate the settlements of a foundation with the size: 3x2 m. Which method do you choose to determine the elastic properties of the rock?

18
Q

Describe the evaluation of the elastic parameters from a uniaxial compressive test.

19
Q

Explain stability and local and global stability!

20
Q

What are the main factors leading to stability problems (for instance,caving in tunnels and fallouts from rock slopes)?

21
Q

Describe a stability analysis?

22
Q

Which are the measures that can be taken to improve the stability?

23
Q

How do the blasting influence the stability?

24
Q

How can the stability be monitored?

25
Are all rock constructions designed for the same lifetime?
q
26
List the factors which influence the lifetime for a rock construction!
q
27
Consider a rock slope with slope angle 45° with the major principal stress orientation perpendicular to the slope and the magnitude σH=2.5σv.. a) Draw the stress trajectories for the major principal stress in the vicinity of the rock slope. b) Illustrate the stress state at the slope face by drawing the stress components acting on a infinitesimal element. c) Which conclusions can be drawn based on the excersies?
q
28
Which factors can be expected to influence the stability of a rock slope?
q
29
A rock slope is planned in a rock mass which is fully saturated, i.e., the groundwater table coincides with the ground surface. Draw the groundwater surface in principal after the excavation of the slope.
q
30
How is the shear strength of a joint formulated in Mohr-Coulomb ́s failure criterion?
a
31
If the joint plane in the rock mass is situated under the groundwater table, how is the shear strength of the joint affected?
a
32
Which failure modes and stability problems can be expected in the rock masss as a result of a foundations on rock?
a
33
Which types of constructions are considered under the headline rock foundations?
a
34
Describe a typical stability analysis for a rock foundation.
a