Question
a.
\(m_v=-\frac{∆H_o}{H_o}\frac{1}{∆σ’}\)
b.
\(m_v=\frac{∆H}{H_o} \frac{1}{∆σ’}\)
c.
\(m_v=-\frac{∆H}{H_o} \frac{1}{∆σ’}\)
d.
\(m_v=-\frac{∆H}{H}\frac{1}{∆σ’}\)
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. From the consolidation test data using the ‘Height of solids’ method, the coefficient of volume change can be calculated by _____________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The coefficient of volume change is ______________
View solution
Q. The unit of coefficient of volume change is
View solution
Q. From the calculations consideration of a consolidation test data, the change in thickness can be both positive and negative.
View solution
Q. The Rowe cell apparatus also measures the pore pressure.
View solution
Q. The coefficient of consolidation can be determined by comparing characteristics of _______
View solution
Q. The coefficient of consolidation can be found by _____________
View solution
Q. The square root of time fitting method the theoretical graph is plotted between _____
View solution
Q. The curve is straight up to _______________
View solution
Q. The abscissa at U=90% is roughly equal to ________ times the abscissa at U=60%.
View solution
Q. The use of square root of fitting method was suggested by ________
View solution
Q. From the practical data, in square root of time fitting, ______ curve is plotted.
View solution
Q. The consolidation between Ro and Rc is called ______________
View solution
Q. The coefficient of consolidation from square root of time fitting method is calculated from the equation _________
View solution
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
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!
