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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Q. The zone of soil in isobar is called __________

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Q. An isobar diagram consists of __________

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Q. An isobar diagram consists of __________The vertical pressure distribution on any horizontal plane at a depth z below the ground due to concentrated load is ___________

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Q. If the r/z ratio is 0.5, then the vertical pressure on a horizontal plane is given by _________

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Q. If the r/z ratio is unity, then the vertical pressure on a horizontal plane is given by _________

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Q. If the r/z ratio is 2, then the vertical pressure on a horizontal plane is given by _________

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Q. The vertical stress distribution diagram on a horizontal plane due to a concentrated load is known as the influence diagram if the load is ______

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Q. The vertical stress is proportional to __________The maximum value of σz on vertical line is obtained at the point of intersection of vertical plane with radial line at the angle of ____________

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Q. The vertical stress is proportional to __________

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Q. The vertical stress is proportional to __________The maximum value of σz on vertical line is obtained at the point of intersection of vertical plane with radial line at the angle of ____________The maximum value of σz on vertical line is ____________

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Q. The maximum vertical stress is _______ when a concentrated load of 20 kN acts at a radial distance of 2m.

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