Question
a.
\(σ_z=\frac{3P}{2πz^2}\left[\frac{1}{1+(\frac{r}{z})^3}\right]^\frac{5}{2}\)
b.
\(σ_z=\frac{3P}{2πz^2}\left[\frac{1}{(\frac{r}{z})^2}\right]^\frac{5}{2}\)
c.
\(σ_z=\left[\frac{1}{1+(\frac{r}{z})^2}\right]^\frac{5}{2}\)
d.
\(σ_z=\frac{3P}{2πz^2}\left[\frac{1}{1+(\frac{r}{z})^2}\right]^\frac{5}{2}\)
Posted under Foundation Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. The stress σz at any point (r,z) below the pavement is __________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. For the loaded circular area of radius a, the vertical stress on a vertical line passing through the center of the loaded area is __________
View solution
Q. For a loaded circular area of radius ‘a’, μ=Poisson’s ratio, the horizontal radial stress is ________
View solution
Q. The vertical strain ∈z due to triaxial load (σz,σᵣ,σₜ=σᵣ) under the center of plate is _________
View solution
Q. The elastic strain ∆ of the subgrade is __________
View solution
Q. For a Poisson’s ratio of 0.5, the elastic strain ∆ is ___________
View solution
Q. For a Poisson’s ratio of 0.5, the elastic strain ∆ in terms of Boussinesq settlement factor is __________
View solution
Q. The Boussinesq settlement factor is given by _______
View solution
Q. If the load is at the surface of subgrade, the Boussinesq settlement factor is given by ________
View solution
Q. If the load is at the surface of subgrade, the elastic strain is ________
View solution
Q. The Burmister’s influence coefficient is ________
View solution
Q. If F is a dimensionless factor, the defection in rigid plate of radius a is__________
View solution
Q. In Burmister analysis, the subgrade layers are non-homogeneous and anisotropic.
View solution
Q. In Burmister analysis, the subgrade layer is infinite only in vertical direction.
View solution
Q. Maximum wheel load is the greatest load transmitted by __________
View solution
Q. The pressure transmitted to the surface of the pavement by the wheel is ________
View solution
Q. The contact area of wheel is _______
View solution
Q. Based on the equal deflection criterion, the expression for the equivalent wheel load Pₑ is _________
View solution
Q. _________is an empirical method based on soil classification and other factor like climate and moisture.
View solution
Q. The group index method of design of flexible pavement was suggested by __________
View solution
Q. The California bearing ratio method was originally devised by ________
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Foundation 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!