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Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 5 (Q.No. 39)
Soil Mechanics and Foundation Engineering
39.
Tergazhi's theory of one dimensional consolidation assumes
load is applied in one direction
coefficient of permeability is constant
excess pore water drains out only in the vertical direction
time lag in consolidation is due entirely to permeability
all the above.
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