4. 5. The friction strength of a discontinuity surface is computed by: is used to compute RQD at mountainous areas.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4\ Fill in the blanks with appropriate words:
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.
is used to compute RQD at mountainous areas.
5. The friction strength of a discontinuity surface is computed by:
6. Maximum absolute shear stress occurs when 0 = ---------- and
7. Pore collapse is usually caused by excessive
stress.
8. Pure shear failure depends only on the
and
9. Griffith criterion may give a reasonably good description of failure at
10. A straight line Mohr-Coulomb criterion gives a better description at
-----
principal stresses.
- confining stresses.
confining stresses.
Transcribed Image Text:Q4\ Fill in the blanks with appropriate words: 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. is used to compute RQD at mountainous areas. 5. The friction strength of a discontinuity surface is computed by: 6. Maximum absolute shear stress occurs when 0 = ---------- and 7. Pore collapse is usually caused by excessive stress. 8. Pure shear failure depends only on the and 9. Griffith criterion may give a reasonably good description of failure at 10. A straight line Mohr-Coulomb criterion gives a better description at ----- principal stresses. - confining stresses. confining stresses.
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