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
What is the term used to describe the weight of soil per unit volume?
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Bulk Density
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Dry Density
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Saturated Density
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Specific Gravity
A
Correct answer
Explanation
Bulk Density is the weight of soil per unit volume, including both solids and voids.
What is the process of compacting soil to increase its density and strength?
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Compaction
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Consolidation
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Shearing
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Permeability
A
Correct answer
Explanation
Compaction is the process of increasing the density of soil by applying mechanical energy. This can be done using various methods, such as rolling, tamping, or vibrating.
What is the term used to describe the ability of soil to drain water?
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Permeability
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Infiltration
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Capillary Action
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Adsorption
A
Correct answer
Explanation
Permeability is the ability of soil to allow water to flow through it. It is influenced by factors such as soil texture, structure, and density.
Which soil property is responsible for its ability to resist deformation under load?
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Shear Strength
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Compressibility
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Permeability
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Specific Gravity
A
Correct answer
Explanation
Shear Strength is the ability of soil to resist deformation under load. It is influenced by factors such as soil type, density, and moisture content.
What is the term used to describe the gradual settlement of soil under sustained load?
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Consolidation
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Compaction
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Permeability
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Adsorption
A
Correct answer
Explanation
Consolidation is the gradual settlement of soil under sustained load. It is caused by the expulsion of water from the soil pores.
Which soil property is responsible for its ability to hold water?
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Specific Gravity
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Porosity
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Permeability
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Capillary Action
D
Correct answer
Explanation
Capillary Action is the ability of soil to hold water against the force of gravity. It is caused by the attraction between water molecules and soil particles.
What is the term used to describe the angle at which a soil can withstand a shearing force without collapsing?
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Angle of Repose
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Angle of Internal Friction
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Cohesion
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Shear Strength
B
Correct answer
Explanation
Angle of Internal Friction is the angle at which a soil can withstand a shearing force without collapsing. It is influenced by factors such as soil type, density, and moisture content.
Which soil property is responsible for its ability to resist erosion?
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Cohesion
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Angle of Internal Friction
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Permeability
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Capillary Action
A
Correct answer
Explanation
Cohesion is the ability of soil to resist erosion. It is caused by the attraction between soil particles.
The ultimate bearing capacity of a soil is the maximum average pressure that can be applied to the soil without causing a shear failure. What is the most common method used to determine the ultimate bearing capacity?
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Standard Penetration Test (SPT)
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Cone Penetration Test (CPT)
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Plate Load Test
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Unconfined Compression Test
C
Correct answer
Explanation
The Plate Load Test is the most widely used method to determine the ultimate bearing capacity of a soil. It involves applying a controlled load to a plate placed on the soil surface and measuring the resulting settlement.
In Terzaghi's bearing capacity theory, the bearing capacity of a soil is influenced by three main factors. Which of the following is NOT one of these factors?
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Cohesion of the soil
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Internal friction angle of the soil
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Depth of the foundation
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Unit weight of the soil
C
Correct answer
Explanation
In Terzaghi's bearing capacity theory, the bearing capacity of a soil is influenced by the cohesion of the soil, the internal friction angle of the soil, and the unit weight of the soil. The depth of the foundation is not a direct factor considered in this theory.
The Vesic bearing capacity theory is an extension of Terzaghi's theory that considers the effect of depth on the bearing capacity. What is the depth factor for a shallow foundation according to Vesic's theory?
C
Correct answer
Explanation
According to Vesic's bearing capacity theory, the depth factor for a shallow foundation is 1.0. This means that the bearing capacity of a shallow foundation is equal to the ultimate bearing capacity of the soil.
The Prandtl bearing capacity theory is an extension of Terzaghi's theory that considers the effect of soil density on the bearing capacity. What is the density factor for a loose sand according to Prandtl's theory?
B
Correct answer
Explanation
According to Prandtl's bearing capacity theory, the density factor for a loose sand is 0.5. This means that the bearing capacity of a loose sand is half of the ultimate bearing capacity of the soil.
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 saturated clay according to Skempton's theory?
C
Correct answer
Explanation
According to Skempton's bearing capacity theory, the pore pressure factor for a saturated clay is 1.0. This means that the bearing capacity of a saturated clay is equal to the ultimate bearing capacity of the soil.
The Vesic bearing capacity theory is an extension of Terzaghi's theory that considers the effect of depth on the bearing capacity. What is the depth factor for a deep foundation according to Vesic's theory?
D
Correct answer
Explanation
According to Vesic's bearing capacity theory, the depth factor for a deep foundation is 1.5. This means that the bearing capacity of a deep foundation is 1.5 times the ultimate bearing capacity of the soil.
The Prandtl bearing capacity theory is an extension of Terzaghi's theory that considers the effect of soil density on the bearing capacity. What is the density factor for a dense sand according to Prandtl's theory?
D
Correct answer
Explanation
According to Prandtl's bearing capacity theory, the density factor for a dense sand is 1.5. This means that the bearing capacity of a dense sand is 1.5 times the ultimate bearing capacity of the soil.