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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Soil Mechanics  >  Test: Seepage Discharge Through Anisotropic Soil - Civil Engineering (CE) MCQ

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.
Solutions of Test: Seepage Discharge Through Anisotropic Soil questions in English are available as part of our Soil Mechanics for Civil Engineering (CE) & Test: Seepage Discharge Through Anisotropic Soil solutions in Hindi for Soil Mechanics course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Seepage Discharge Through Anisotropic Soil | 5 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Soil Mechanics for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Seepage Discharge Through Anisotropic Soil - Question 1
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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
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If the effective permeability k’ is 6*10-7cm/s and ky = 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)
∴ kx = 9*10-7cm/s.

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Test: Seepage Discharge Through Anisotropic Soil - Question 3
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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
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A soil mass has kx = 8*10-7cm/s and ky = 4*10-7cm/s. The effective permeability of the soil is ______
Detailed Solution for Test: Seepage Discharge Through Anisotropic Soil - Question 4

Given,
kx = 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
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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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