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.
Q.2.
For n soil of height 2.08cm, coefficient of volume change mv=0.m2/MN. Find the settlement.
Q.3.
The mv for pressure rangetoKN/m2 is 0.m2 /MN. The change in void ratio is 0.Find the initial void ratio.
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.
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.
Q.6.
For the consolidation of 50%, find the time factor.
Q.7.
For the consolidation of 90%, find the time factor.
Q.8.
For a time factor Tv of 0.Find the degree of consolidation.
Q.9.
For a time factor Tv of 0.find the degree of consolidation.
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.
Q.11.
For final void ratio 0.and water content of 30%, find the specific gravity.
Q.12.
The diagram shows a soil profile with following properties:
Q.13.
The diagram shows a soil profile with following properties
Q.14.
The diagram shows a soil profile with following properties
Q.15.
For a mass of 3.of soil with voids ratio 0.Find its saturated mass density.