Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________
There is plastic readjustment of soil particles during _____________
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Terzaghi’s theory of consolidation is invalid for ________
Secondary compression proceeds linearly with ________
The secondary consolidation is represented by __________
Secondary consolidation is also known as __________
In many soil deposits, the secondary consolidation is neglected.
Secondary consolidation starts in the range of primary consolidation itself.
Secondary consolidation may not constitute a substantial percentage of total settlement for __________
For a soil at a given void ratio, the coefficient of compressibility _____________
30 videos|76 docs|74 tests
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30 videos|76 docs|74 tests
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