Question
a.
\(c_v=\frac{(T_v)_{90} d^2}{t_{90}} \)
b.
\(c_v=\frac{(t_{90})_{90} d^2}{T_{90}} \)
c.
\(c_v=\frac{(T_v)_{90} d}{T_{90}} \)
d.
\(c_v=\frac{(T_v)_{90} d^3}{t_{90}} \)
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. The coefficient of consolidation from square root of time fitting method is calculated from the equation _________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The average drainage path for the pressure increment is calculated from the formula of ______
View solution
Q. The logarithm of time fitting method was suggested by ______
View solution
Q. In logarithm of time fitting method, the graph is drawn on a ____________
View solution
Q. The logarithm of time fitting method is based on the characteristic of ______________
View solution
Q. For logarithm of time fitting method, the coefficient of consolidation is detained from ________
View solution
Q. From the coefficient of consolidation and coefficient of volume change, the coefficient of permeability is found by equation ____________
View solution
Q. From the coefficient of consolidation and coefficient of compressibility, the coefficient of permeability is found by equation __________
View solution
Q. Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________
View solution
Q. Secondary consolidation is also known as __________
View solution
Q. There is plastic readjustment of soil particles during _____________
View solution
Q. In many soil deposits, the secondary consolidation is neglected.
View solution
Q. Terzaghi’s theory of consolidation is invalid for ________
View solution
Q. Secondary consolidation starts in the range of primary consolidation itself.
View solution
Q. Secondary compression proceeds linearly with ________
View solution
Q. Secondary consolidation may not constitute a substantial percentage of total settlement for __________
View solution
Q. The secondary consolidation is represented by __________
View solution
Q. For a soil at a given void ratio, the coefficient of compressibility _____________
View solution
Q. The three dimensional consolidation involves _____________
View solution
Q. The theory of the primary design of sand drains based upon the extension of Terzaghi’s basic work was largely developed by ___________
View solution
Q. In 1935, solved the differential equation of consolidation by radial flow to a well.
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!
