ODBC, OLE DB, ADO, AND ASP QUIZ

decreases

increases

remains unchanged

first increases and then decreases

0.036

0.028

036

0.28

inversely proportional to drainage path

directly proportional to permeability of soil

a dimensional parameter

independent of thickness of clay layer

water content and voids ratio

water content and specific gravity

voids ratio and dry density

specific gravity and dry density

much less than that of clayey soils

None of these

almost equal to that of clayey soils

much greater than that of clayey soils

dry of OMC and wet of OMC

wet of OMC and dry of OMC

dry of OMC and dry of OMC where OMC is optimum moisture content

wet of OMC and wet of OMC

30%

40%

50%

20%

effective stress is reduced due to increase in pore water pressure only but total stress does not change

total stress is reduced due to increase in pore water pressure only but effective stress does not change

total stress is increased due to decrease in pore water pressure but effective stress does not change

effective stress is reduced due to decrease in total stress only but pore water pressure does not change

viscosity only

None of these

unit weight only

both viscosity and unit weight

plasticity index

shrinkage limit

liquid limit

plastic limit