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

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

Question

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

Options:

A . σx= σx’+γw(h-he)

B . σx= σx’*γw(h-he)

C . σx= σx’-γw(h-he)

D . σx= σx’

Answer: Option A
Answer: (a).σx= σx’+γw(h-he)

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

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

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

Question 4. The partial differential of normal stress in y-direction in terms of effective stress is given by __________....

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

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

Question 7. If u is the displacement in x-direction, the linear strain component in is defined by __________....

Question 8. There are __________ strain components for a three dimensional case.....

Question 9. The linear strain of a diagonal is equal to half the sum shearing strain components.....

Question 10. ___________ is a compatibility equation.....

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