Question
a.
\(\frac{∂^2 ε_y}{∂y^2} +\frac{∂^2 ε_y}{∂x^2} = \frac{∂^2 Γ_{xy}}{∂x∂y}\)
b.
\(\frac{∂^2 ε_x}{∂y^2} +\frac{∂^2 ε_y}{∂x^2} = \frac{∂^2 Γ_{xy}}{∂x∂y}\)
c.
\(\frac{∂^2 ε_x}{∂y^2} -\frac{∂^2 ε_y}{∂x^2} = \frac{∂^2 Γ_{xy}}{∂x∂y}\)
d.
\(\frac{∂^2 ε_x}{∂y^2} *\frac{∂^2 ε_y}{∂x^2} = \frac{∂^2 Γ_{xy}}{∂x∂y}\)
Posted under Geotechnical Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. ___________ is a compatibility equation.
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. Hooke’s law states that within elastic limit, ______
View solution
Q. The generalised Hooke’s law equation connecting the strain to stress contains ___________ elastic constants.
View solution
Q. An elastic body is said to be homogeneous if there are ______ elastic constants.
View solution
Q. An elastic body is said to be isotropic if the elastic constants are ______
View solution
Q. The number of independent elastic constant is ______
View solution
Q. In the generalised Hook’s law equation, εₓ=C₁₁σₓ+ C₁₂ (σᵧ+σz), the constant C₁₁ is __________
View solution
Q. In the generalised Hook’s law equation, εₓ=C₁₁σₓ+ C₁₂ (σᵧ+σz), the constant C₁₂ is __________
View solution
Q. The modulus of elasticity in MPa for very soft clay is __________
View solution
Q. The range of Poisson’s ratio μ for loess is _________
View solution
Q. The stress function was introduced by __________
View solution
Q. The σₓ in terms of stress function is given by __________
View solution
Q. The σz in terms of stress function is given by __________
View solution
Q. The shear stress τxz in terms of stress function is given by __________
View solution
Q. For both plane stress as well as plain strain case the equilibrium equation in x-direction is _______
View solution
Q. For both plane stress as well as plain strain case the equilibrium equation in z-direction is _______
View solution
Q. For two dimensional case, for both plane stress as well as plain strain case the compatibility equation is _______
View solution
Q. The compatibility equation in terms of plane stress case is given by ________
View solution
Q. The stresses due to self weight of the soil are known as ______________
View solution
Q. If XY pane is considered to be ground surface and the z-axis as depth, then this condition is known as _______
View solution
Q. When there is no eternal loading, the principal is _______
View solution
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!