Q. The stress function was introduced by __________

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Q. The σₓ in terms of stress function is given by __________

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Q. The σz in terms of stress function is given by __________

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Q. The shear stress τxz in terms of stress function is given by __________

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Q. For both plane stress as well as plain strain case the equilibrium equation in x-direction is _______

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Q. For both plane stress as well as plain strain case the equilibrium equation in z-direction is _______

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Q. For two dimensional case, for both plane stress as well as plain strain case the compatibility equation is _______

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Q. The compatibility equation in terms of plane stress case is given by ________

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Q. The stresses due to self weight of the soil are known as ______________

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Q. If XY pane is considered to be ground surface and the z-axis as depth, then this condition is known as _______

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Q. When there is no eternal loading, the principal is _______

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Q. From the symmetry and orthogonality of principal planes ____________

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Q. The vertical stress at a point within soil mass at a depth z is ____________

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Q. On simplifying the compatibility equation in terms of stresses with respect to Poisson’s ratio is given by _________

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Q. 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 ___________

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Q. 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 ___________

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Q. At a certain point within soil mass, the stresses are caused only because of surface loadings.

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Q. The problems due to stress distribution in soils due to a concentrated load was studied by _____________

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Q. The assumption made by Boussinesq in the solutions is by the ____________

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Q. The assumption of Boussinesq equation is that the soil is ______________

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