Question
a.
\(\frac{∂^2 \overline{u}}{∂x^2}+\frac{∂^2 \overline{u}}{∂y^2}=\frac{∂^2 \overline{u}}{∂r^2}+\frac{1}{r} \frac{∂\overline{u}}{∂r}\)
b.
\(\frac{∂^2 \overline{u}}{∂x^2}+\frac{∂^2 \overline{u}}{∂y^2}=\frac{∂^2 \overline{u}}{∂r^2}-\frac{1}{r} \frac{∂\overline{u}}{∂r}\)
c.
\(\frac{∂^2 \overline{u}}{∂x^2}+\frac{∂^2 \overline{u}}{∂y^2}=-\frac{∂^2 \overline{u}}{∂r^2}+\frac{1}{r} \frac{∂\overline{u}}{∂r}\)
d.
\(\frac{∂^2 \overline{u}}{∂x^2}+\frac{∂^2 \overline{u}}{∂y^2}=-\frac{∂^2 \overline{u}}{∂r^2}-\frac{1}{r} \frac{∂\overline{u}}{∂r}\)
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. In case of radial symmetry, \(\frac{∂^2 \overline{u}}{∂x^2}+\frac{∂^2 \overline{u}}{∂y^2}\) is_________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. In three dimensional consolidation of sand drain, having radial symmetry, the governing consolidation equation is _______
View solution
Q. The radial flow part of governing consolidation equation of three dimensional consolidation having radial symmetry is _______
View solution
Q. The one dimensional flow part of governing consolidation equation of three dimensional consolidation having radial symmetry is _______
View solution
Q. The equation given by Carillo in 1942 relating the degree of consolidation in one dimensional flow (Uz) and radial flow (Ur) is _______
View solution
Q. The time factor Tᵥ for the vertical flow is given by _______
View solution
Q. A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.
View solution
Q. A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.
View solution
Q. A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.
View solution
Q. A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.
View solution
Q. For a dry soil mass of 180.4 g, specific gravity 2.68 and cross-sectional area of specimen as 50 cm², find the height of solids Hₛ.
View solution
Q. If the specimen height H is 24mm and height of solids Hₛ is 13.45mm, then find the voids ratio.
View solution
Q. If the final water content is 30% and specific gravity is 2.65 for a soil sample, then its final void ratio is _________
View solution
Q. If the final voids ratio is 0.864 for a soil sample of specific gravity 2.7, then its final water content will be _______________
View solution
Q. If height of solids Hₛ is 6.725mm, mass is 180.4g with specific gravity G=2.68, then final the Cross-sectional area of specimen.
View solution
Q. If the final height of specimen Hf is 13.45mm and final voids is 0.864, then the change of voids ratio ∆e with respect to ∆H is ____________
View solution
Q. The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of volume change.
View solution
Q. The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of Compressibility.
View solution
Q. If coefficient of volume change is 0.291 m²/MN, ∆e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.
View solution
Q. If a soil A has coefficient of volume change as 0.536m²/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.
View solution
Q. A soil sample is having voids ratio 0.72 under a pressure of 200KN/m². If the void ratio is reduced to 0.5 under 450kn/m² load, then find the change in effective pressure.
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!