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

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

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Q. The Boussinesq equation representing the polar radial stress is ___________

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Q. The Boussinesq equation representing the vertical stress is ___________

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Q. The Boussinesq equation representing the tangential stress is ___________

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Q. The Boussinesq influence factor is given by ____________

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Q. The intensities of pressure below a point load where r=0 on axis of loading is ____________

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Q. ____________ is not the vertical pressure distribution diagram, which can be prepared by Boussinesq’s theory.

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Q. An isobar is a curve connecting all points of _______ below the ground.

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Q. An isobar is a curved surface of the shape of _________

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