a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant

a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant

both neutral pressure and effective pressure decrease

both neutral pressure and effective pressure increase

0.028

0.28

36

0.036

over-consolidated ciay with a high over-consolidation ratio

over-consolidated clay with a low over-consolidation ratio

normally consolidated clay

under-consolidated clay

compressibility

permeability

both compressibility and permeability

none of the above

directly proportional to time and inversely proportional to drainage path

directly proportional to time and inversely proportional to square of drainage path

directly proportional to drainage path and inversely proportional to time

directly proportional to square of drainage path and inversely proportional to time