Q4\ Fill in the blanks with appropriate words:1. A measure of the sample's resistance against hydrostatic compression is2. Biot hypothesized that the shear modulus is not influenced by the presence of the3. 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 = ---------- and7. Pore collapse is usually caused by excessivestress.8. Pure shear failure depends only on theand9. Griffith criterion may give a reasonably good description of failure at10. A straight line Mohr-Coulomb criterion gives a better description at-----principal stresses.- confining stresses.confining stresses.

3.The shear strength of smooth surface is calculated asS=c+σ.tanϕ 4. Core recovery is used to…

Answered: 4. 5. The friction strength of a…

Engineering

Civil Engineering

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

Section: Chapter Questions

Problem 1P

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Concept explainers

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

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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