Geography
Soil and Foundation Engineering
584 Questions
Soil and foundation engineering questions address the physical and mechanical properties of soil critical for construction and stability. The topics include shear strength, soil compaction, void ratios, and subsurface investigation techniques. These advanced geotechnical concepts are typically evaluated in civil engineering and specialized recruitment examinations.
Soil compactionShear strengthBearing capacityVoid ratio analysisSubsurface exploration
Soil and Foundation Engineering Questions
The Skempton bearing capacity theory is an extension of Terzaghi's theory that considers the effect of pore water pressure on the bearing capacity. What is the pore pressure factor for a partially saturated clay according to Skempton's theory?
B
Correct answer
Explanation
According to Skempton's bearing capacity theory, the pore pressure factor for a partially saturated clay is 0.5. This means that the bearing capacity of a partially saturated clay is half of the ultimate bearing capacity of the soil.
The size of sediment particles that are transported as bedload is typically:
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Less than 0.062 mm
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Between 0.062 mm and 2 mm
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Between 2 mm and 64 mm
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Greater than 64 mm
C
Correct answer
Explanation
The size of sediment particles that are transported as bedload is typically between 2 mm and 64 mm.
The size of sediment particles that are transported as suspended load is typically:
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Less than 0.062 mm
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Between 0.062 mm and 2 mm
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Between 2 mm and 64 mm
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Greater than 64 mm
A
Correct answer
Explanation
The size of sediment particles that are transported as suspended load is typically less than 0.062 mm.
The size of sediment particles that are transported as wash load is typically:
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Less than 0.062 mm
-
Between 0.062 mm and 2 mm
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Between 2 mm and 64 mm
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Greater than 64 mm
A
Correct answer
Explanation
The size of sediment particles that are transported as wash load is typically less than 0.062 mm.
The angle of repose is the angle at which a soil will:
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Collapse
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Flow
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Stand
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Slide
C
Correct answer
Explanation
The angle of repose is the angle at which a soil will stand without collapsing or flowing.
The bearing capacity of a soil is the:
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Maximum load that a soil can support without failing
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Minimum load that a soil can support without failing
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Average load that a soil can support without failing
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None of the above
A
Correct answer
Explanation
The bearing capacity of a soil is the maximum load that it can support without failing.
The main factor that determines the thickness of a pavement is:
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Traffic volume
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Soil type
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Climate
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All of the above
D
Correct answer
Explanation
The thickness of a pavement is determined by a combination of factors, including traffic volume, soil type, and climate.
Which of the following is NOT a type of geotechnical investigation?
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Soil boring
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Test pit
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Geophysical survey
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Groundwater monitoring
D
Correct answer
Explanation
Groundwater monitoring is not a type of geotechnical investigation, but rather a type of environmental monitoring.
The most common type of geotechnical laboratory test is:
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Atterberg limits test
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Grain size analysis
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Consolidation test
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Shear strength test
A
Correct answer
Explanation
The Atterberg limits test is the most common type of geotechnical laboratory test because it is simple to perform and provides valuable information about the soil's plasticity and moisture content.
The purpose of a consolidation test is to:
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Determine the soil's compressibility
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Measure the soil's shear strength
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Determine the soil's permeability
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None of the above
A
Correct answer
Explanation
The purpose of a consolidation test is to determine the soil's compressibility, or how much it will compress under load.
The purpose of a shear strength test is to:
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Determine the soil's compressibility
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Measure the soil's shear strength
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Determine the soil's permeability
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None of the above
B
Correct answer
Explanation
The purpose of a shear strength test is to measure the soil's shear strength, or how much force it takes to cause the soil to fail in shear.
The most common type of geotechnical field test is:
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Standard penetration test
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Cone penetration test
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Vane shear test
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Plate load test
A
Correct answer
Explanation
The standard penetration test is the most common type of geotechnical field test because it is simple to perform and provides valuable information about the soil's density and strength.
The purpose of a vane shear test is to:
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Determine the soil's density
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Measure the soil's shear strength
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Determine the soil's permeability
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None of the above
B
Correct answer
Explanation
The purpose of a vane shear test is to measure the soil's shear strength, or how much force it takes to cause the soil to fail in shear.
Which soil property is primarily responsible for its shear strength?
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Cohesion
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Friction angle
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Density
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Porosity
Correct answer
Explanation
The shear strength of soil is governed by both cohesion, which represents the interparticle attraction, and the friction angle, which accounts for the interlocking of soil particles.
Which type of foundation is commonly used for structures subjected to uplift forces?
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Spread footing
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Pile foundation
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Mat foundation
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Raft foundation
B
Correct answer
Explanation
Pile foundations are often employed in situations where uplift forces are anticipated, as they transfer the load to deeper, more stable soil layers.