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MCQs

Total Questions : 219 | Page 20 of 22 pages
Question 191. If height of solids Hₛ is 6.725mm, mass is 180.4g with specific gravity G=2.68, then final the Cross-sectional area of specimen.
  1.    220 cm²
  2.    342 cm²
  3.    100 cm²
  4.    659 cm²
 Discuss Question
Answer: Option C. -> 100 cm²
Answer: (c).100 cm²
Question 192. The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of Compressibility.
  1.    0.9 m²/MN
  2.    0.7 m²/MN
  3.    0.4 m²/MN
  4.    0.5 m²/MN
 Discuss Question
Answer: Option A. -> 0.9 m²/MN
Answer: (a).0.9 m²/MN
Question 193. If the final height of specimen Hf is 13.45mm and final voids is 0.864, then the change of voids ratio ∆e with respect to ∆H is ____________
  1.    ∆e=0.139∆H
  2.    ∆e=0.123∆H
  3.    ∆e=0.178∆H
  4.    ∆e=0.148∆H
 Discuss Question
Answer: Option A. -> ∆e=0.139∆H
Answer: (a).∆e=0.139∆H
Question 194. If coefficient of volume change is 0.291 m²/MN, ∆e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.
  1.    200 KN/m²
  2.    50 KN/m²
  3.    300 KN/m²
  4.    00 KN/m²
 Discuss Question
Answer: Option A. -> 200 KN/m²
Answer: (a).200 KN/m²
Question 195. The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of volume change.
  1.    0.536 m²/MN
  2.    0.111 m²/MN
  3.    0.832 m²/MN
  4.    0.356 m²/MN
 Discuss Question
Answer: Option A. -> 0.536 m²/MN
Answer: (a).0.536 m²/MN
Question 196. For a time factor Tᵥ of 0.567, find the degree of consolidation.
  1.    37%
  2.    60%
  3.    80%
  4.    95%
 Discuss Question
Answer: Option C. -> 80%
Answer: (c).80%
Question 197. For a mass of 3.192g of soil with voids ratio 0.532, find its saturated unit weight.
  1.    20.44 KN/m³
  2.    76.22 KN/m³
  3.    23.55 KN/m³
  4.    50.43 KN/m³
 Discuss Question
Answer: Option A. -> 20.44 KN/m³
Answer: (a).20.44 KN/m³
Question 198. For a dry mass of soil of 180.4g and height of solids as 13.45mm with cross-sectional area as 50cm², find the specific gravity of soil.
  1.    2.68
  2.    8.33
  3.    1.64
  4.    5.32
 Discuss Question
Answer: Option A. -> 2.68
Answer: (a).2.68
Question 199. For a mass of 3.192g of soil with voids ratio 0.532, Find its saturated mass density.
  1.    2.084 g/cm³
  2.    1.097 g/cm³
  3.    3.593 g/cm³
  4.    5.237 g/cm³
 Discuss Question
Answer: Option A. -> 2.084 g/cm³
Answer: (a).2.084 g/cm³
Question 200. For final void ratio 0.886 and water content of 30%, find the specific gravity.
  1.    4.68
  2.    2.68
  3.    1.45
  4.    2.45
 Discuss Question
Answer: Option B. -> 2.68
Answer: (b).2.68

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