Engineering geology lecture 2 Flashcards

1
Q

What is a metamorphic rock?

A

The solid-state transformation of pre-existing rock into texturally or mineraloically distinct new rock as a result of hight temperature, pressure or both

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2
Q

What are the three types of metamorphic rocks?

A
  1. thermal or contact metamorphism (temperature)
  2. Dynamic or dislocation metamorphsim (stress)
  3. Regional (temperature + stress)
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3
Q

Where is the pressure and temperature path?

A

Down tectonic plates

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4
Q

What is re-crystalisation?

A

When the cement void spaces crystalise into interlocking crysals, containing the original crystals

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5
Q

What are foliations in sedimentary rocks called?

A

Cleavage

above a certain size they become schistosity, and then gneiss banding

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6
Q

What kind of metamorphism is required to form marble?

A

contact

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7
Q

What are some tests that are done on rocks?

A
  • Brazilian tensile test
  • point load test Is(50)
  • unconcfined compression test
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8
Q

What is the equation for the point load test?

A

IS_50 = P/De^2

Is_50 is the uncorrected point load strength index
P is the failure load
De is the equivalent core diammeter

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9
Q

What factors determine rock strength?

A
  • Laminations
  • Seams
  • Weathered zones
  • inclusions
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10
Q

How is UCS (uniaxal compression strength) determined

A

From tests on individual samples

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11
Q

What do UCS’ provide us with

A

A measure of the rock strength at a location and depth

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12
Q

How do you identify the potential slide of an unfavourable orientation?

A

If the cleavage is slanted inwards

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13
Q

What affects the engineering behaviour of soils?

A

Its geological history

Transported soils - variability = function of the energy of deposition
In- situ soils- variability = function of weathering

Man-made soils - variability = function of the person who made it

Also stress history and the degree of consolidation can affect properties

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14
Q

What are two tests that can be done on soils to assess their strength?

A

Oedometer

Standard triaxial test

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15
Q

What is the weakness of the standard triaxial test?

A

It is slow and really expensive

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16
Q

What can be used when calculating the other stresses in an unconfined compression stress?

A

the mohr circle

17
Q

Where does uniaxial compresision appear as a mohr circle?

A

From x = 0 to sigma_1’ (positive)

18
Q

Wherde does the uniaxial tension appear as a mohr circle?

A

From x = 0 to - sigma_3

smaller than uniaxial

19
Q

Where does triaxial compresion appear as a mohr circle?

A

Quite far into the positive x axis (larger than uniaxial