Question
a.
G.B Airy
b.
Terzaghi
c.
Darcy
d.
Boussinesq
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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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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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