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Test: Seepage Discharge Through Anisotropic Soil - Civil Engineering (CE) MCQ


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5 Questions MCQ Test Soil Mechanics - Test: Seepage Discharge Through Anisotropic Soil

Test: Seepage Discharge Through Anisotropic Soil for Civil Engineering (CE) 2024 is part of Soil Mechanics preparation. The Test: Seepage Discharge Through Anisotropic Soil questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Seepage Discharge Through Anisotropic Soil MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Seepage Discharge Through Anisotropic Soil below.
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Test: Seepage Discharge Through Anisotropic Soil - Question 1

For an anisotropic soil, the permeability in the horizontal and vertical direction are kx and ky respectively. What will be the effective permeability of the soil?

Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 1

For an anisotropic soil, kx ≠ ky. Therefore, the effective permeability of the soil is given by k’=√(kxky).

Test: Seepage Discharge Through Anisotropic Soil - Question 2

If the effective permeability k’ is 6*10-7cm/s and k= 4*10-7cm/s, then kx is equal to ________

Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 2

Given,
k’ = 6*10-7cm/s
ky = 4*10-7cm/s
k’ = √(kxky)
6*10-7 = √(4*10-7* kx)
∴ k= 9*10-7cm/s.

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Test: Seepage Discharge Through Anisotropic Soil - Question 3

The coefficient of permeability is 6*10-7cm/s for a soil with a certain liquid. If the viscosity is reduced to half, then the coefficient of permeability is __________

Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 3

Given,
k = 6*10-7cm/s
if the viscosity is reduced to half, the coefficient of permeability doubles.
∴ k = 12*10-7cm/s.

Test: Seepage Discharge Through Anisotropic Soil - Question 4

A soil mass has k= 8*10-7cm/s and k= 4*10-7cm/s. The effective permeability of the soil is ______

Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 4

Given,
k= 8*10-7cm/s
ky = 4*10-7cm/s
k’ = √(kxky)
k’ = √(8*10-7 *4*10-7)
k’ = 5.6*10-7cm/s.

Test: Seepage Discharge Through Anisotropic Soil - Question 5

If a fully saturated soil mass has a water content of 100%, then its void ratio is _________

Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 5

Given,
Degree of saturation S = 1
water content w = 100%
void ratio e = wG/s
∴ e = 1G/1
∴ e = G.

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