Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > GATE Civil Engineering (CE) 2025 Mock Test Series > Test: Lateral Earth Pressures & Retaining Walls - 1 - Civil Engineering (CE) MCQ
Test: Lateral Earth Pressures & Retaining Walls - 1 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Lateral Earth Pressures & Retaining Walls - 1
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 1
Why are weep holes provided at the back of retaining walls?
Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 2
Coulomb’s theory of earth pressure is based on
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 3
For a sand having an internal friction of 30°, the ratio of passive to active lateral earth pressure will be
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 4
The nature of earth pressure above dredge line behind a cantilever sheet pile wall is
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 5
The critical height of an unsupported vertical cut in a cohesive soil is given by
where, C = unit cohesion
ϕ = angle of internal friction
γ = unit weight of soil
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 6
Passive pressure in soil is associated with
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 7
Coefficient of earth pressure at rest is
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 8
To stabilise a concrete cantilever retaining wall against sliding, the ratio of sliding force to resisting force should be
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Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 9
The pore water pressure in the capillary zone is
Test: Lateral Earth Pressures & Retaining Walls - 1 - Question 10
The maximum permissible eccentricity of a retaining wall of width B to avoid failure in tension is
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