The normal stress in z-direction in terms of effective stress is given by __________ Options: A . &nbspσz= γw(h-he) B . &nbspσz= σz’ C . &nbspσz= σz’+γw(h-he) D . &nbspσz= σz’-γw(h-he)

The normal stress in z-direction in terms of effective stress is given by _____

Question

The normal stress in z-direction in terms of effective stress is given by __________

Options:

A . σz= γw(h-he)

B . σz= σz’

C . σz= σz’+γw(h-he)

D . σz= σz’-γw(h-he)

Answer: Option C
Answer: (c).σz= σz’+γw(h-he)

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Question 1. The partial differential of normal stress in x-direction in terms of effective stress is given by __________....

Question 2. The normal stress in y-direction in terms of effective stress is given by __________....

Question 3. The partial differential of normal stress in y-direction in terms of effective stress is given by __________....

Question 4. If w is the displacement in z-direction, the linear strain component in is defined by __________....

Question 5. If v is the displacement in y-direction, the linear strain component in is defined by __________....

Question 6. If u is the displacement in x-direction, the linear strain component in is defined by __________....

Question 7. There are __________ strain components for a three dimensional case.....

Question 8. The linear strain of a diagonal is equal to half the sum shearing strain components.....

Question 9. ___________ is a compatibility equation.....

Question 10. The compatibility equations are results of application of stress equations.....

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