Question
a.
U and Tᵥ
b.
U and log₁₀Tᵥ
c.
Tᵥ
d.
log₁₀Tᵥ
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 logarithm of time fitting method is based on the characteristic of ______________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
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
Q. ______________ also worked independently on the problem of sand drains and published his results in 1942.
View solution
Q. In three dimension consolidation equation soil is assumed to be ______________
View solution
Q. In three dimension consolidation equation soil is assumed to be ____________
View solution
Q. In three dimension consolidation equation, the pressure increment 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!
