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--------

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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