Q4\ Fill in the blanks with required items: 1. A measure of the sample's resistance against hydrostatic compression is 2. Biot hypothesized that the shear modulus is not influenced by the presence of the 3. The formula for computing the value of shear strength of smooth surface is: 4. can be used to compute strength value of the rippled and then smoothed surface for friction with large overhead pressure. 5. If joint spacing of a rock is 15 cm. the it is described as 6. ----is used to compute RQD at mountainous areas. 7. Change of the angle y between two initially orthogonal directions is 8. The friction strength of a discontinuity surface is computed by: 9. If Modulus ratio of an intact rock 350, then its class is and description is ---- -- 10. Maximum absolute shear stress occurs when 0 = ------- and--------
Q4\ Fill in the blanks with required items: 1. A measure of the sample's resistance against hydrostatic compression is 2. Biot hypothesized that the shear modulus is not influenced by the presence of the 3. The formula for computing the value of shear strength of smooth surface is: 4. can be used to compute strength value of the rippled and then smoothed surface for friction with large overhead pressure. 5. If joint spacing of a rock is 15 cm. the it is described as 6. ----is used to compute RQD at mountainous areas. 7. Change of the angle y between two initially orthogonal directions is 8. The friction strength of a discontinuity surface is computed by: 9. If Modulus ratio of an intact rock 350, then its class is and description is ---- -- 10. Maximum absolute shear stress occurs when 0 = ------- and--------
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve 5,6
![Q4\ Fill in the blanks with required items:
1. A measure of the sample's resistance against hydrostatic compression is
2. Biot hypothesized that the shear modulus is not influenced by the presence of the
3. The formula for computing the value of shear strength of smooth surface is:
4.
can be used to compute strength value of the rippled and then
smoothed surface for friction with large overhead pressure.
5. If joint spacing of a rock is 15 cm. the it is described as
6.
--is used to compute RQD at mountainous areas.
7. Change of the angle y between two initially orthogonal directions is
8. The friction strength of a discontinuity surface is computed by:
9. If Modulus ratio of an intact rock = 350, then its class is ----------- and description is
10. Maximum absolute shear stress occurs when 0 =
= ------- and------](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fccb013fc-82d7-44ab-ba8c-0fc5c7e48788%2F01e1df06-899e-4b8c-bfc8-9abe28ff14f5%2Fbguaue_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q4\ Fill in the blanks with required items:
1. A measure of the sample's resistance against hydrostatic compression is
2. Biot hypothesized that the shear modulus is not influenced by the presence of the
3. The formula for computing the value of shear strength of smooth surface is:
4.
can be used to compute strength value of the rippled and then
smoothed surface for friction with large overhead pressure.
5. If joint spacing of a rock is 15 cm. the it is described as
6.
--is used to compute RQD at mountainous areas.
7. Change of the angle y between two initially orthogonal directions is
8. The friction strength of a discontinuity surface is computed by:
9. If Modulus ratio of an intact rock = 350, then its class is ----------- and description is
10. Maximum absolute shear stress occurs when 0 =
= ------- and------
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