Question

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

a.

\(σ_z=q\left[1-\left[\frac{1}{1+(\frac{a}{z})^2}\right]^{\frac{3}{2}}\right] \)

b.

\(σ_z=q\left[1+\left[\frac{1}{1+(\frac{a}{z})^2}\right]^{\frac{3}{2}}\right] \)

c.

\(σ_z=q\left[\frac{1}{1+(\frac{a}{z})^2}\right]^{\frac{3}{2}} \)

d.

\(σ_z=q\left[1-\left[\frac{1}{1+(\frac{a}{z})^2}\right]^{\frac{5}{2}}\right] \)

Answer: (a).\(σ_z=q\left[1-\left[\frac{1}{1+(\frac{a}{z})^2}\right]^{\frac{3}{2}}\right] \)

Interact with the Community - Share Your Thoughts

Uncertain About the Answer? Seek Clarification Here.

Understand the Explanation? Include it Here.

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

Similar Questions

Explore Relevant Multiple Choice Questions (MCQs)

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

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 ______________

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

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

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 ________

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

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

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

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

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

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

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

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

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

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

Q. The velocity with which the excess pore water flows is _________

Q. The rate of change of velocity along the depth of layer is ___________

Q. _________ chart is used to find the vertical stress on Westergaard’s equation.

Q. _________ is more accurate method of determining the vertical stress at any point.

Q. The Newmark’s influence chart consists of _________

Recommended Subjects

Are you eager to expand your knowledge beyond Geotechnical Engineering? We've handpicked a range of related categories that you might find intriguing.

Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!