Question
a.
\(∆H = \frac{e_o-e}{1+e_o}\)
b.
\(\frac{∆H}{H_0} =\frac{e_o-e}{1+e_o}\)
c.
\(H_0 = \frac{e_o-e}{1+e_o}\)
d.
\(\frac{∆H}{H_0} = \frac{1}{1+e_o}\)
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 relation between difference in thickness and voids ratio is given by ___________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The final settlement in terms of voids ratio is given by ____________
View solution
Q. The compression index for normally consolidated soil is ____________
View solution
Q. In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________
View solution
Q. In case of pre-consolidated soil, the final settlement is ___________
View solution
Q. The recompression index Cs is________ compared to compression index Cc for pre-consolidated soils.
View solution
Q. When the effective pressure is smaller than pre-consolidation pressure, the final settlement is ____________
View solution
Q. For a finite surface loading, the intensity of change in effective pressure decreases with depth of layer in linear manner.
View solution
Q. When the pre-consolidation pressure σₚ‘ is greater than initial effective pressure σ’₀ but smaller than effective pressure σ’, then the final settlement is calculated on the basis of ___________
View solution
Q. When the pre-consolidation pressure σₚ‘ is greater than initial effective pressure σ’₀ but smaller than effective pressure σ’, then the final settlement is calculated on the basis of equation _________
View solution
Q. To find pre-consolidation pressure __________ sample is used.
View solution
Q. To find pre-consolidation pressure __________ relationship in graph is plotted.
View solution
Q. In determination of pre-consolidation pressure ___________ point of virgin curve is selected.
View solution
Q. The theoretical concept of consolidation process was developed by _____________
View solution
Q. In Terzaghi’s Theory of one dimensional consolidation, soil is considered to be __________
View solution
Q. In Terzaghi’s Theory of one dimensional consolidation, deformation of soil is entirely due to _________________
View solution
Q. In Terzaghi’s Theory of one dimensional consolidation, soil particles are ____________ and water is ______________
View solution
Q. In Terzaghi’s Theory of one dimensional consolidation, Darcy’s law is _______
View solution
Q. In Terzaghi’s Theory of one dimensional consolidation, coefficient of permeability is ______
View solution
Q. At intermediate time t, the consolidating pressure is equal to ___________
View solution
Q. The distribution of excess hydrostatic pressure is represented by ___________
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!