Q.1
If the height of soil specimen is reduced from 0.cm to 1.926cm due to an increment of load of 100KN/ mFind the coefficient of volume change.
  • a) 0.74m²/MN
  • b) 0.98m²/MN
  • c) 0.84m²/MN
  • d) 0.67m²/MN
Q.2
For n soil of height 2.08cm, coefficient of volume change mv=0.m2/MN. Find the settlement.
  • a) 0.154cm
  • b) 0.342cm
  • c) 0.432cm
  • d) 0.455cm
Q.3
The mv for pressure rangetoKN/m2 is 0.m2 /MN. The change in void ratio is 0.Find the initial void ratio.
  • a) 2.456
  • b) 5.645
  • c) 1.121
  • d) 8.553
Q.4
If a clay layer is expected to settle 12cm under loading settles 3cm at the end of one month, then find the degree of consolidation.
  • a) 25%
  • b) 50%
  • c) 60%
  • d) 56%
Q.5
If the initial voids ratio is 0.for a layer of height 100cm. It is located with 200KN/m2 and the void ratio becomes 0.Find the settlement.
  • a) 8.54 cm
  • b) 7.43 cm
  • c) 7.22 cm
  • d) 8.44 cm
Q.6
For the consolidation of 50%, find the time factor.
  • a) 0.197
  • b) 0.564
  • c) 0.253
  • d) 0.826
Q.7
For the consolidation of 90%, find the time factor.
  • a) 0.898
  • b) 0.848
  • c) 0.976
  • d) 0.934
Q.8
For a time factor Tv of 0.Find the degree of consolidation.
  • a) 45%
  • b) 98%
  • c) 34%
  • d) 18%
Q.9
For a time factor Tv of 0.find the degree of consolidation.
  • a) 37%
  • b) 60%
  • c) 80%
  • d) 95%
Q.10
For a dry mass of soil of 180.and height of solids as 13.45mm with cross-sectional area as 50cmfind the specific gravity of soil.
  • a) 2.68
  • b) 8.33
  • c) 1.64
  • d) 5.32
Q.11
For final void ratio 0.and water content of 30%, find the specific gravity.
  • a) 4.68
  • b) 2.68
  • c) 1.45
  • d) 2.45
Q.12
The diagram shows a soil profile with following properties:
  • a) 44.16 KN/m³
  • b) 35.33 kN/m³
  • c) 56.77 kN/m³
  • d) 23.73 kN/m³
Q.13
The diagram shows a soil profile with following properties
  • a) 34.5 KN/m³
  • b) 45.0 KN/m³
  • c) 16.6 KN/m³
  • d) 81.5 KN/m³
Q.14
The diagram shows a soil profile with following properties
  • a) 0.571
  • b) 0.321 m
  • c) 0.937 m
  • d) 0.534 m
Q.15
For a mass of 3.of soil with voids ratio 0.Find its saturated mass density.
  • a) 2.084 g/cm³
  • b) 1.097 g/cm³
  • c) 3.593 g/cm³
  • d) 5.237 g/cm³
0 h : 0 m : 1 s