Question
a.
\(m_v=\frac{a_v}{e_0} \)
b.
\(m_v=\frac{a_v}{1+∆σ’} \)
c.
\(m_v=\frac{a_v}{1+e_0} \)
d.
\(m_v=\frac{1}{e_0}\frac{a_v}{1+e_0} \)
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 mᵥ and aᵥ is __________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. When the soil is laterally confined, the changes in volume is ______
View solution
Q. The coefficient of volume change with respect to thickness is given by ______
View solution
Q. The change in thickness due to pressure increment is given by ______
View solution
Q. The minus sign in the change expression for change in thickness ∆H = -mᵥ H₀ ∆σ’ denotes ______
View solution
Q. The consolidation settlement can be computed by ______
View solution
Q. The consolidation settlement ρf for a soil stature of thickness H that has fully consolidated index, a pressure increment ∆σ’ with respect to mᵥ is given by ____________
View solution
Q. In practical case under a finite surface loading the intensity σ’ ______ with depth of layer.
View solution
Q. Who conducted consolidation test on a number of clays from different parts of the world?
View solution
Q. In practical cases, the final consolidation settlement is calculated by the equation ___________
View solution
Q. The integration of the equation \(ρ_f=∫_0^Hm_v ∆σ’dz\) can be performed by _____________
View solution
Q. The numerical integration may be performed by _______________
View solution
Q. In numerical integration of the equation, the total settlement of the layer is equal to _____________
View solution
Q. The relation between difference in thickness and voids ratio is given by ___________
View solution
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
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!