Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Civil Engineering (CE) MCQ
Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Civil Engineering (CE) MCQ
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 1
Determination of coefficient of permeability by means of afield pumping test can be done for
Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 2
In a soil deposit of three layers of equal thickness, the permeabilities of first, second and third layers are in the ratio of 1 : 2 : 3. The ratio of average permeability in horizontal direction (kh) to that in the vertical direction (kv) will be
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 3
Rise of water table above the ground surface causes:
Detailed Solution for Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 3
and as u increases σ increases
Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 4
The water level in a lake is 5 m above the bed. The saturated unit weight of the lake bed soil is 20 kN/m3. The unit weight of water is 10 kN/m3. The effective vertical stress at 5 m depth below . the lake bed is
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 5
Due to rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 6
Consider the following statements:
Capillary water in soils
1. Causes negative pore water pressure.
2. Reduces effective pressure
3. Increases bearing capacity
4. Reduces bearing capacity
Which of these statements are correct?
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 7
Effective stress on soil:
Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 8
In a falling-head permeability test, the time taken for the head to fall from 27 cm to 3 cm is 10 minutes, if the test is repeated with the same initial head, i.e., 27 cm, what time would it take for the head to fall to 9 cm?
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 9
The ratio of Darcy’s coefficient of permeability to porosity is known as:
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Test: Principle of Effective Stress, Capillarity & Permeability - 2 - Question 10
The soils most susceptible to liquefaction are
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