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Secondary Consolidation Three Dimensional Consolidation 1
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At a certain point within soil mass, the stresses...
1.
At a certain point within soil mass, the stresses are caused only because of surface loadings.
A.
True
B.
False
Answer» C.
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Related MCQs
At a certain point within soil mass, the stresses are caused only because of surface loadings.
If z-axis is considered to be directed downward from ground surface, then the stress component in z-axis at a point at a depth z due to self weight of soil above it is ___________
If z-axis is considered to be directed downward from ground surface, then the stress component in y-axis at a point at a depth z due to self weight of soil above it is ___________
On simplifying the compatibility equation in terms of stresses with respect to Poisson s ratio is given by _________
The vertical stress at a point within soil mass at a depth z is ____________
From the symmetry and orthogonality of principal planes ____________
When there is no eternal loading, the principal is _______
If XY pane is considered to be ground surface and the z-axis as depth, then this condition is known as _______
The stresses due to self weight of the soil are known as ______________
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