Q. What will be the intensity of shear stress at a depth of 4m and at a radial distance of 1m from concentrated load of 20 kN?

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Q. If r/z ratio is 2 and load of 20 kN is acting at a point, then the vertical pressure at a depth 6m is ____________

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Q. The Boussinesq influence factor for r/z ratio equal to 1 is given by ____________

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Q. When the maximum vertical stress is 0.235 kN/m² at a radial distance of 4m from the point load is __________ kN.

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Q. The Boussinesq’s vertical pressure σz under a uniformly loaded circular area is given by ________

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Q. The Boussinesq influence factor for uniformly distributed circular area is given by ____________

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Q. If θ is the apex angle which the line joining the apex makes with the outer edge of the loading of a circular area, then the Boussinesq’s vertical pressure σz under a uniformly loaded circular area is given by ______________

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Q. The Boussinesq’s vertical pressure σz due to line load is given by ________

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Q. The Boussinesq’s vertical pressure σz due to line load at a point situated vertically below the line load is given by ________

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Q. If θ is the angle subtended by the edges of the strip load, then the Boussinesq’s vertical pressure σz due to strip load is given by ________

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Q. In Terzaghi’s Theory of one dimensional consolidation, load is applied in _____________

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Q. In Terzaghi’s Theory of one dimensional consolidation, the deformation occurs in __________

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Q. In Terzaghi’s Theory of one dimensional consolidation, soil is restrained against lateral deformation.

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Q. In Terzaghi’s Theory of one dimensional consolidation, excess pore water drains out in __________

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Q. In Terzaghi’s Theory of one dimensional consolidation, the boundary is considered to be __________

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Q. In Terzaghi’s Theory of one dimensional consolidation, the change in thickness of a layer during consolidation is ___________

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Q. In Terzaghi’s Theory of one dimensional consolidation, the time lag in consolidation is ___________

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Q. In one-dimensional consolidation, secondary consolidation is __________

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Q. The hydraulic gradient in terms of pore water pressure is given by _________

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Q. The rate of change of pore water pressure along the depth of layer represents ____________

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