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Soil Mechanics foundation 6

 101.Chemical weathering of soil is caused due to ?

  • oxidation 
  • hydration 
  • carbonation and leaching 
  • all of these 

102.The maximum water content of a saturated soil at which a reduction in its moisture does not cause a decrease in volume of the soil, is called ?

  • liquid limit 
  • plastic limit 
  • elastic limit 
  • shrinkage limit 

103.The ratio of settlement at any time (t) to the final settlement is known as ?

  • compression index 
  • coefficient of consolidation 
  • degree of consolidation 
  • none of these 

104.Soils are derived from ?

  • igneous rocks 
  • sedimentary rocks 
  • metamorphic rocks 
  • any one of these 

105.The degree of saturation for the moist soil is about ?

  • 0% 
  • 1 to 25% 
  • 25 to 50% 
  • 50 to 75% 

106.Which of the following is highly permeable ?

  • Gravel 
  • Sand mixture 
  • Coarse sand 
  • Clay 

107.The contact pressure of flexible footing on non-cohesive soils is ?

  • more in the centre than at the edges 
  • less in the centre than at the edges 
  • uniform throughout 
  • none of these 

108.The quantity of seepage of water in a soil medium is ?

  • directly proportional to the head of water at upstream 
  • inversely proportional to the head of water at upstream 
  • directly proportional to the coefficient of permeability 
  • inversely proportional to the coefficient of permeability 

109.A soil having uniformity co-efficient more than 10, is called ?

  • uniform soil 
  • poor soil 
  • well graded soil 
  • coarse soil 

110.The rate of expulsion of pore fluid is directly dependent on the ............. ?

  • shear strength 
  • void ratio 
  • permeability 
  • none.
111.The standard temperature at which the hydrometer is calibrated is ?
  • 10° C 
  • 15° C 
  • 20° C 
  • 27° C 
112.Mechanical weathering of soils is caused by ?
  • periodical temperature changes 
  • splitting action of flowing water 
  • splitting action of ice 
  • all of these 
113.For a given soil mass, the void ratio is 0.60, water content is 18 % and specific gravity of the soil particles is 2.6. The degree of saturation of the soil is ?
  • 30% 
  • 50% 
  • 78% 
  • 82.5% 
114.A flow net is used to determine the ?
  • seepage flow 
  • seepage pressure 
  • exit gradient 
  • all of these 
115.The contact pressure of rigid footing on cohesive soils is ?
  • more in the centre than at the edges 
  • less in the centre than at the edges 
  • uniform throughout 
  • none of these 
116.The exit gradient of the seepage of water through a soil medium is the ?
  • slope of the flow line 
  • slope of the equi-potential 
  • ratio of total head to the length of seepage 
  • ratio of the head loss to the length of seepage 
117.The unit weight of a soil at zero air voids depends upon ?
  • unit weight of water 
  • water content 
  • specific gravity 
  • all of these 
118.When the particles of soil are oriented 'edge to edge' or 'edge to face' with respect to another, the soil is said to have ?
  • single grained structure 
  • double grained structure 
  • honey-combed structure 
  • flocculent structure 
119.The angle of internal friction ?
  • varies with the density of sand 
  • depends upon the amount of interloading 
  • depends upon the particle shape and roughness 
  • all of the above 
120.The settlement of a footing in sand depends upon the ?
  • stress deformation characteristics of sand 
  • relative density of the sand 
  • width of the footing 
  • all of these.

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