The theoretical concept of consolidation process was developed by _____________
In Terzaghi’s Theory of one dimensional consolidation, deformation of soil is entirely due to _________________
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In Terzaghi’s Theory of one dimensional consolidation, Darcy’s law is _______
In determination of one-dimensional consolidation as shown in the figure, the line CD represents ___________
At intermediate time t, the consolidating pressure is equal to ___________
The isochrones represents ___________
The hydraulic gradient i is given by _________
In Terzaghi’s Theory of one dimensional consolidation, soil is considered to be __________
In Terzaghi’s Theory of one dimensional consolidation, soil particles are ____________ and water is ______________
In Terzaghi’s Theory of one dimensional consolidation, coefficient of permeability is ______
30 videos|76 docs|74 tests
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30 videos|76 docs|74 tests
|