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Structural Geology & Rock Mechanics Quiz

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STRUCTURAL GEOLOGY AND ROCK MECHANICS | QUIZ
Quiz 1 // Mechanical Properties of Rocks
Problem 1: Find the density of ethyl alcohol if 63.3 𝑔 occupies 80.0 π‘šπΏ.
Given:
Required:
π‘š = 63.3 𝑔
𝐷𝑒𝑛𝑠𝑖𝑑𝑦 (𝜌)
𝑉 = 80.0 π‘šπ‘™
Note: 1 π‘šπΏ = 1 π‘π‘š3
Solution:
𝜌=
π‘š
𝑉
63.3 𝑔
80.0 π‘π‘š3
π’ˆ
π’ˆ
𝝆 = 𝟎. πŸ•πŸ—πŸπŸπŸ“
≈ 𝟎. πŸ•πŸ—πŸ
πŸ‘
π’„π’Ž
π’„π’ŽπŸ‘
𝜌=
Problem 2: Specific gravity is the ratio between the density of a substance and density of water
𝑔
(1 π‘π‘š3). Determine the volume of 200 𝑔 of carbon tetrachloride, for which specific gravity is 1.60.
Given:
Required:
π‘š = 200 𝑔
π‘‰π‘œπ‘™π‘’π‘šπ‘’ (𝑉)
𝑆𝑝𝑒𝑐𝑖𝑓𝑖𝑐 πΊπ‘Ÿπ‘Žπ‘£π‘–π‘‘π‘¦ = 1.60
𝜌 π‘œπ‘“ π‘€π‘Žπ‘‘π‘’π‘Ÿ = 1
𝑔
π‘π‘š3
Solution:
𝑆𝑝𝑒𝑐𝑖𝑓𝑖𝑐 πΊπ‘Ÿπ‘Žπ‘£π‘–π‘‘π‘¦ =
πœŒπ‘ π‘’π‘π‘ π‘‘π‘Žπ‘›π‘π‘’
πœŒπ‘€π‘Žπ‘‘π‘’π‘Ÿ
π‘š
(𝑉 )
𝑆𝑝𝑒𝑐𝑖𝑓𝑖𝑐 πΊπ‘Ÿπ‘Žπ‘£π‘–π‘‘π‘¦ =
πœŒπ‘€π‘Žπ‘‘π‘’π‘Ÿ
200 𝑔
( 𝑉 )
1.60 =
𝑔
1
π‘π‘š3
π‘½π’π’π’–π’Žπ’† = πŸπŸπŸ“ π’„π’ŽπŸ‘
Problem 3: A solid cube made of a certain material has a mass of 1500 grams. The side length
of the cube is 5 cm. What is the density of the material?
Given:
Required:
π‘š = 1500 𝑔
𝐷𝑒𝑛𝑠𝑖𝑑𝑦 (𝜌)
𝑠𝑖𝑑𝑒 = 5 π‘π‘š
Note: π‘‰π‘œπ‘™π‘’π‘šπ‘’ = (𝑠𝑖𝑑𝑒)3
Solution:
𝜌=
𝜌=
π‘š
𝑉
1500 𝑔
(5 π‘π‘š)3
𝝆 = 𝟏𝟐
π’ˆ
π’„π’ŽπŸ‘
𝑔
Problem 4: A fish tank is filled with 10,000 π‘π‘š3 of water. A metal object with a density of 7.5 π‘π‘š3 is
placed into the tank, and the water level rises by 600 π‘π‘š3. What is the mass of the metal object?
Given:
Required:
π‘‰π‘‘π‘Žπ‘›π‘˜ = 10000 π‘π‘š3
π‘šπ‘Žπ‘ π‘  (π‘š)
𝜌 = 7.5
𝑔
π‘π‘š3
π‘‰π‘‘π‘–π‘ π‘π‘™π‘Žπ‘π‘’π‘‘ = 600 π‘π‘š3
Note: An object immersed in a liquid displaces an amount of fluid equal to the object’s volume.
Solution:
𝜌=
7.5
π‘š
𝑉
𝑔
π‘š
=
3
π‘π‘š
600 π‘π‘š3
π’Ž = πŸ’πŸ“πŸŽπŸŽ π’ˆ
Problem 5: A geologist is studying two rock samples. Sample A has a total volume of 500 π‘π‘š3
and a pore space volume of 125 π‘π‘š3 . Sample B has a total volume of 400 π‘π‘š3, but the pore space
is unknown. However, when both samples are combined, the average porosity of the combined
samples is found to be 30%. What is the pore space volume of Sample B?
Given:
Sample A
500 π‘π‘š3
125 π‘π‘š3
Total Volume
Pore Space Volume
Combined Porosity (n)
Sample B
400 π‘π‘š3
unknown
30%
Solution:
𝑛=
π‘‰π‘π‘œπ‘Ÿπ‘’ π‘ π‘π‘Žπ‘π‘’ (𝐴 + 𝐡)
π‘‰π‘‘π‘œπ‘‘π‘Žπ‘™ (𝐴 + 𝐡)
0.30 =
125 π‘π‘š3 + 𝐡
500 π‘π‘š3 + 400 π‘π‘š3
𝑩 = πŸπŸ’πŸ“ π’„π’ŽπŸ‘
Quiz 2 // Dynamic Properties of Rocks
Problem 1: An iron rod 4.00 π‘š long and 0.500 π‘π‘š2 in cross-section stretches 1.00 π‘š when a mass
of 225 π‘˜π‘” is hung from its lower end. Compute the Young’s modulus of the iron.
Given:
Cross-section
Required:
𝐸 = π‘Œπ‘œπ‘’π‘›π‘”′ 𝑠 π‘€π‘œπ‘‘π‘’π‘™π‘’π‘ 
𝐿 = 4.00 π‘š
βˆ†πΏ = 1.00 π‘š
4.00 π‘š
0.500 π‘π‘š2
𝐴 = 0.500 π‘π‘š2 = 5 × 10−5 π‘š2
𝐹 = 2207.25 𝑁
1.00 π‘š
Solution:
𝐸=
225 π‘˜π‘”
𝐸=
π‘š
𝐹 = (225 π‘˜π‘”) (9.81 2 ) = 2207.25 𝑁
𝑠
𝐹𝐿
π΄βˆ†πΏ
(2207.25 𝑁)(4.00 π‘š)
(5 × 10−5 π‘š2 )(1.00 π‘š)
𝑬 = πŸπŸ•πŸ”, πŸ“πŸ–πŸŽ, 𝟎𝟎𝟎
𝑡
𝑡
𝒐𝒓 𝟏. πŸ•πŸ• × πŸπŸŽπŸ– 𝟐
π’ŽπŸ
π’Ž
Problem 2: A load of 50 π‘˜π‘” is applied to the lower end of a steel rod 80 π‘π‘š long and 0.60 π‘π‘š in
diameter. How much will the rod stretch? Young’s Modulus for steel is 190 πΊπ‘ƒπ‘Ž.
Given:
Cross-section
80 π‘π‘š
0.60 π‘π‘š
Required:
𝐿 = 80 π‘π‘š = 0.80 π‘š
πΆβ„Žπ‘Žπ‘›π‘”π‘’ 𝑖𝑛 π‘™π‘’π‘›π‘”π‘‘β„Ž
βˆ†πΏ =
𝐸 = 190 πΊπ‘ƒπ‘Ž = 1.90 × 1011
𝑁
π‘š2
𝐷 = 0.60 π‘π‘š = 0.0060 π‘š
𝐹 = 490.5 𝑁
βˆ†πΏ
Solution:
50 π‘˜π‘”
𝐹 = (50 π‘˜π‘”) (9.81
π‘š
) = 490.5 𝑁
𝑠2
𝐴=
πœ‹π·2
4
𝐴=
πœ‹(0.0060 π‘š)2
4
𝐴 = 2.827 × 10−5 π‘š2
𝐸=
1.90 × 1011
𝐹𝐿
π΄βˆ†πΏ
(490.5 𝑁)(0.80 π‘š)
𝑁
=
(2.827 × 10−5 π‘š2 )(βˆ†πΏ)
π‘š2
βˆ†π‘³ = πŸ•. πŸ‘πŸŽ × πŸπŸŽ−πŸ“ π’Ž
Problem 3: Two parallel and opposite forces, each 4000 𝑁, are applied tangentially to the upper
and lower faces of a cubical metal block 25 π‘π‘š on a side. Find the angle of shear and the
displacement of the upper surface relative to the lower surface. The shear modulus of the metal
is 80 πΊπ‘ƒπ‘Ž.
βˆ†π‘₯
Given:
Required:
𝐿 = 25 π‘π‘š = 0.25 π‘š
πΆβ„Žπ‘Žπ‘›π‘”π‘’ 𝑖𝑛 π‘™π‘’π‘›π‘”π‘‘β„Ž
4000 𝑁
βˆ†π‘₯ =
𝐺 = 80 πΊπ‘ƒπ‘Ž = 8.0 × 1010
𝑁
πœƒ = 𝐴𝑛𝑔𝑙𝑒 π‘œπ‘“ π‘ β„Žπ‘’π‘Žπ‘Ÿ
π‘š2
𝐹 = 4000 𝑁
25 π‘π‘š
πœƒ
πœƒ
πœƒ
Solution:
πœƒ
𝐺=
8.0 × 1010
𝐹𝐿
π΄βˆ†π‘₯
(4000 𝑁)(0.25 π‘š)
𝑁
=
(0.0625 π‘š2 )(βˆ†π‘₯)
π‘š2
βˆ†π’™ = 𝟐. 𝟎 × πŸπŸŽ−πŸ• π’Ž
4000 𝑁
Apply Trigonometry to solve for πœƒ:
tan πœƒ =
π‘œπ‘π‘π‘œπ‘ π‘–π‘‘π‘’ βˆ†π‘₯ 2.0 × 10−7 π‘š
=
=
π‘Žπ‘‘π‘—π‘Žπ‘π‘’π‘›π‘‘
𝐿
0.25 π‘š
πœƒ = tan−1 (
2.0 × 10−7 π‘š
)
0.25 π‘š
𝜽 = πŸ’. πŸ“πŸ–πŸ’ × πŸπŸŽ−πŸ“ π‘«π’†π’ˆπ’“π’†π’†π’”
Problem 4: Compute the volume change of a solid copper cube, 40 π‘šπ‘š on each edge, when
subjected to a pressure of 20 π‘€π‘ƒπ‘Ž. The bulk modulus for copper is 125 πΊπ‘ƒπ‘Ž.
Given:
Required:
𝐿 = 40 π‘šπ‘š = 0.040 π‘š
βˆ†π‘‰ = πΆβ„Žπ‘Žπ‘›π‘”π‘’ 𝑖𝑛 π‘™π‘’π‘›π‘”π‘‘β„Ž
𝐾 = 125 πΊπ‘ƒπ‘Ž = 1.25 × 1011
𝑝 = 20 π‘€π‘ƒπ‘Ž = 2.0 × 107
βˆ†π‘‰
𝑁
π‘š2
𝑁
π‘š2
𝑉 = 𝐿3 = 6.4 × 10−5 π‘š3
Solution:
𝐾=−
(
40 π‘šπ‘š
1.25 × 1011
𝑝
βˆ†π‘‰
)
𝑉
𝑁
2.0 × 107 2
𝑁
π‘š
=
−
βˆ†π‘‰
π‘š2
(
)
6.4 × 10−5 π‘š3
βˆ†π‘½ = −𝟏. πŸŽπŸπŸ’ × πŸπŸŽ−πŸ– π’ŽπŸ‘
Problem 5: When a brass rod of diameter 6 π‘šπ‘š is subjected to a tension of 5 × 103 𝑁, the
diameter changes by 3.6 × 10−4 π‘π‘š. Calculate the longitudinal strain and Poisson’s ratio for brass
given that Young’s Modulus for the brass is 9 × 1010 𝑁/π‘š².
𝐴π‘₯π‘–π‘Žπ‘™ π‘†π‘‘π‘Ÿπ‘Žπ‘–π‘›
πΉπ‘Ÿπ‘œπ‘›π‘‘ 𝑉𝑖𝑒𝑀
5 × 103 𝑁
5 × 103 𝑁
πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ π‘†π‘‘π‘Ÿπ‘Žπ‘–π‘›
6 π‘šπ‘š
𝑡𝒐𝒕𝒆: π‘³π’π’π’ˆπ’Šπ’•π’–π’…π’Šπ’π’‚π’ = π‘¨π’™π’Šπ’‚π’
3.6 × 10−4 π‘π‘š
Given:
Required:
𝐷 = 6 π‘šπ‘š = 0.006 π‘š
πœ€π΄π‘₯π‘–π‘Žπ‘™ = 𝐴π‘₯π‘–π‘Žπ‘™ π‘†π‘‘π‘Ÿπ‘Žπ‘–π‘›
𝑇 = 5 × 103 𝑁
πœ‡ = π‘ƒπ‘œπ‘–π‘ π‘ π‘œπ‘›′ 𝑠 π‘…π‘Žπ‘‘π‘–π‘œ
βˆ†π· = 3.6 × 10−4 π‘π‘š = 3.6 × 10−6 π‘š
𝐸 = 9 × 1010 𝑁/π‘š²
𝑆𝑖𝑑𝑒 𝑉𝑖𝑒𝑀
Solve for Lateral Strain
(πœ€πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ ):
Solve for Axial Strain (πœ€π΄π‘₯π‘–π‘Žπ‘™ ):
βˆ†π·
πœ€πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ =
𝐷
πœŽπ‘†π‘‘π‘Ÿπ‘’π‘ π‘  =
πœ€πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ =
3.6 × 10−6 π‘š
0.006 π‘š
πœ€πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ = 6.0 × 10−4
𝐹
5 × 103 𝑁
=
𝐴 2.827 × 10−5 π‘š2
𝑁
πœŽπ‘†π‘‘π‘Ÿπ‘’π‘ π‘  = 1.77 × 108 2
π‘š
𝐹𝐿
βˆ†πΏ
𝐹
𝐸=
→
=
= πœ€π΄π‘₯π‘–π‘Žπ‘™
π΄βˆ†πΏ
𝐿
𝐴𝐸
𝑁
2
π‘š
πœ€π΄π‘₯π‘–π‘Žπ‘™ = (
)
𝑁
10
9 × 10
π‘š2
1.77 × 108
πœΊπ‘¨π’™π’Šπ’‚π’ = 𝟏. πŸ—πŸ• × πŸπŸŽ−πŸ‘
𝐴=
πœ‹π·2 πœ‹(0.006 π‘š)2
=
= 2.827 × 10−5 π‘š2
4
4
Solution:
πœ‡=
πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™ π‘†π‘‘π‘Ÿπ‘Žπ‘–π‘› πœ€πΏπ‘Žπ‘‘π‘’π‘Ÿπ‘Žπ‘™
=
𝐴π‘₯π‘–π‘Žπ‘™ π‘†π‘‘π‘Ÿπ‘Žπ‘–π‘›
πœ€π΄π‘₯π‘–π‘Žπ‘™
πœ‡=
6.0 × 10−4
1.97 × 10−3
𝝁 = 𝟎. πŸ‘πŸŽπŸ“
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