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Secondary Consolidation Three Dimensional Consolidation 1 in Soil Mechanics
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The compatibility equations are results of applic..
1.
The compatibility equations are results of application of stress equations.
A.
True
B.
False
Answer» C.
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Related MCQs
___________ is a compatibility equation.
The compatibility equations are results of application of stress equations.
The linear strain of a diagonal is equal to half the sum shearing strain components.
The strain tensor is given by ____________
The shearing strain component in Z-X plane is ________
The shearing strain component in Y-Z plane is ________
The shearing strain component in X-Y plane is ________
If w is the displacement in z-direction, the linear strain component in is defined by __________
If v is the displacement in y-direction, the linear strain component in is defined by __________
If u is the displacement in x-direction, the linear strain component in is defined by __________
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