Question
a.
∆H = -mᵥ H₀ ∆σ’
b.
∆H = -mᵥ ∆σ’
c.
∆H = -mᵥ H₀
d.
∆H = -H₀ ∆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. The change in thickness due to pressure increment is given by ______
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
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
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
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!