define and distinguish among coefficient of
Define and distinguish among coefficient of volume compressibility and coefficient of consolidation.
Explain clearly one method of computing coefficient of consolidation, given oedometer test data
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determine the important factors that affect the permeability of a soila permeameter of 82 cm diameter having a sample of soil of length 35 cm it can
a sand deposit of 12 m thick overlies a clay layer the water table is 3 m below the ground surface in a field permeability pump-out test the water is
the water table is lowered from a depth of 3 m to a depth of 6 m in a deposit of silt the silt remains saturated even after the water table is
determine what is meant by normally consolidated clay stratum and over-consolidated clay stratum draw typical results of consolidation test data to a
define and distinguish among coefficient of volume compressibility and coefficient of consolidationexplain clearly one method of computing
a saturated clay specimen is subjected to a pressure of 240 knm2 after the lapse of a time it is determined that the pore pressure in the specimen is
a clay stratum is 45 m thick and rests on a rock surface the coefficient of consolidation of a sample of this clay was found to be 45 times 10-8 m2s
a saturated clay layer 4 m thick is located 6 m below gl the void ratio of the clay is 10 when a raft foundation is located at 2 m below gl the
a clay layer 5 m thick has double drainage it was consolidated under a load of 1275 knm2 the load is enhanced to 1975 knm2 the coefficient of volume
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