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MCQs

Total Questions : 94 | Page 6 of 10 pages
Question 51. The bearing capacity equation for strip footing as given IS standard, can be modified on the basis of ___________
  1.    Shape of the footing
  2.    Type of soil
  3.    Bearing capacity
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Shape of the footing
Answer: (a).Shape of the footing
Question 52. According to IS code, there are __________ types of failures of soil support beneath the foundation.
  1.    2
  2.    4
  3.    3
  4.    5
 Discuss Question
Answer: Option C. -> 3
Answer: (c).3
Question 53. The value of shape factor S c, S q and S γ for circular base is _________
  1.    1.3, 1.2, 0.8
  2.    1.3, 1.2, 0.6
  3.    1.0, 1.0, 1.0
  4.    1.2, 1.0 and 1.3
 Discuss Question
Answer: Option B. -> 1.3, 1.2, 0.6
Answer: (b).1.3, 1.2, 0.6
Question 54. The depth factor can be applied to footing only when ___________
  1.    Back filling is compacted
  2.    Shape factors are not used
  3.    The base of the footing is circular
  4.    All of the mentioned
 Discuss Question
Answer: Option A. -> Back filling is compacted
Answer: (a).Back filling is compacted
Question 55. The effect of the water table is taken into account for bearing capacity in the form of ___________
  1.    Depth factor
  2.    Inclination factor
  3.    Correction factor
  4.    Shape factor
 Discuss Question
Answer: Option C. -> Correction factor
Answer: (c).Correction factor
Question 56. If the water table is located at the depth D, then the value of W’ is taken as ___________
  1.    1
  2.    0.5
  3.    2
  4.    0
 Discuss Question
Answer: Option B. -> 0.5
Answer: (b).0.5
Question 57. For cohesion less soils, having c=0 Indian standard code recommends that the bearing capacity can be calculated based on __________
  1.    Relative density
  2.    Standard penetration resistance value
  3.    Static cone penetration
  4.    All of the mentioned
 Discuss Question
Answer: Option D. -> All of the mentioned
Answer: (d).All of the mentioned
Question 58. The ultimate bearing capacity for cohesive soil can be calculated using the equation __________
  1.    q nf = c Nc.sc
  2.    q nf = c Nc.sc.dc.ic
  3.    q nf = Nc.sc.dc
  4.    q nf = sc.dc.ic
 Discuss Question
Answer: Option B. -> q nf = c Nc.sc.dc.ic
Answer: (b).q nf = c Nc.sc.dc.ic
Question 59. The standard penetration resistance is determined at a number of selected points at intervals of __________
  1.    80 cm
  2.    75 cm
  3.    100 cm
  4.    10 cm
 Discuss Question
Answer: Option B. -> 75 cm
Answer: (b).75 cm
Question 60. The loading to the test plate is applied with __________
  1.    Fluid tube
  2.    Hydraulic jack
  3.    Sand bags
  4.    Cross-joists
 Discuss Question
Answer: Option B. -> Hydraulic jack
Answer: (b).Hydraulic jack

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