1.The ratio of the volume of air voids to the volume of voids, is called ?
- void ratio
- air content
- degree of saturation
- porosity
2.When the water table is close to the ground surface, the bearing capacity of a soil is reduced to ?
- one-fourth
- one-half
- two-third
- three-fourth
3.The void ratio of a soil is defined as the ratio of the ?
- weight of water to the weight of solids
- volume of water to the volume of voids in the soil mass
- total volume of voids to the volume of soil solids
- total volume of voids to the total volume of soil
4.The earth pressure at rest is defined as the lateral pressure exerted by soil ?
- when it is at rest
- when the retaining wall has no movement relative to the back fill
- when the retaining wall tends to move away from the back fill
- when the retaining wall moves into the soil
5.Bulk density of a soil is defined as the ratio of ?
- total mass of soil to the total volume of soil
- weight of water to the weight of solids
- unit weight of solids to the unit weight of water
- weight of solid grains to the volume of solids
6.The permeability of a given soil is ?
- directly proportional to the average grain size
- inversely proportional to the average grain size
- directly proportional to the square of the average grain size
- inversely proportional to the square of the average grain size
7.The change in volume of soil per unit of initial volume due to a given unit increase in pressure is called ?
- coefficient of permeability
- coefficient of compressibility
- coefficient of volume compressibility
- coefficient of curvature
8.The seepage force in soils is ?
- proportional to head loss
- proportional to exit gradient
- perpendicular to the equipotential lines
- all of these
9.The decrease in voids ratio per unit increase of pressure is called ?
- coefficient of permeability
- coefficient of compressibility
- coefficient of volume compressibility
- coefficient
10.The expansion of soil due to shear at a constant value of press is called ?
- apparent cohesion
- true cohesion
- dilatancy
- consistency
11.The particle size range is measured by ?
- effective size
- curvature coefficient
- uniformity coefficient
- none of these
12.The lateral earth pressure is ?
- directly proportional to the depth of soil
- inversely proportional to the depth of soil
- directly proportional to the square of the depth
- inversely proportional to the square of the depth of soil
13.Gravel and sand is a ?
- cohesive coarse grained soil
- cohesive line grained soil
- non-cohesive coarse grained soil
- non-cohesive fine grained soil
14.The critical height in the stability of soil is the ?
- minimum height at which it is possible for the sloped bank of soil to be stable
- maximum height at which it is possible for the sloped bank of soil to be stable
- minimum vertical height of the soil in an open excavation
- maximum vertical height of the soil is an open excavation
15.The water content ratio of a soil is defined as the ratio of the ?
- weight of water to the weight of solids
- volume of water to the volume of voids in the soil mass
- total volume of voids to the volume of soil solids
- total volume of voids to the total volume of soil
16.The maximum unit pressure that a soil can withstand without rupture in shear or without excessive settlement of the structure, is called ?
- allowable bearing pressure
- safe bearing capacity
- ultimate bearing capacity
- bearing capacity
17.Consolidation and compressibility of soil ?
- is a measure of the ability of soil to allow the water to pass through its pores
- is a measure of the ability of soil to bear stresses without failure
- deals with changes in volume of pores in a soil under load
- any one of the above
18.The plastic limit of a soil is defined as the ?
- limit of water that makes the soil to flow
- amount of water content which makes the soil to go into the liquid state
- amount of water content which makes the soil to go into the solid state from the liquid state
- minimum amount of water content which makes the soil to be rolled into 3 mm diameter threads
19.A soil sample is having a specific gravity of 2.60 and a void ratio of 0.78. The water content Soil in percentage required to fully saturate the soil at that void ratio will be ?
- 10
- 30
- 50
- 70
20.Flow lines and equipotential lines are ?
- perpendicular to each other
- parallel to each other
- intersecting lines at 90° to each other
- intersecting lines at 45° to each other
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