When the effective pressure is smaller than pre-consolidation pressure, the final settlement is ____________ Options: A . &nbsp\(ρ_f=Hlog_{10} \frac{σ’}{σ’_0}\) B . &nbsp\(ρ_f=H \frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\) C . &nbsp\(ρ_f=H \frac{C_S}{1+e_o} log_{10} \frac{σ’}{σ’_0}\) D . &nbsp\(ρ_f=H \frac{1}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

When the effective pressure is smaller than pre-consolidation pressure, the fina

Question

When the effective pressure is smaller than pre-consolidation pressure, the final settlement is ____________

Options:

A . \(ρ_f=Hlog_{10} \frac{σ’}{σ’_0}\)

B . \(ρ_f=H \frac{C_c}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

C . \(ρ_f=H \frac{C_S}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

D . \(ρ_f=H \frac{1}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

Answer: Option C
Answer: (c).\(ρ_f=H \frac{C_S}{1+e_o} log_{10} \frac{σ’}{σ’_0}\)

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Question 1. For a finite surface loading, the intensity of change in effective pressure decreases with depth of layer in linear mann....effective pressure decreases with depth of layer in linear manner.

Question 2. At time t, the hydraulic head corresponding to excess hydrostatic pressure is __________....

Question 3. The hydraulic gradient i is given by _________....

Question 4. The decrease in volume is given by the equation ___________....

Question 5. Decrease in the volume of the soil is equal to _________....

Question 6. The rate of change of velocity along the depth of layer is ___________....

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Question 9. The term \(\frac{∂\overline{u}}{∂t}\) in terms of coefficient of volume change and coefficient of permeability is gi....volume change and coefficient of permeability is given by ____________

Question 10. The coefficient of consolidation is given by ___________....

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