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Soil Mechanics foundation

 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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