Q. The coefficient of consolidation from square root of time fitting method is calculated from the equation _________

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Q. The average drainage path for the pressure increment is calculated from the formula of ______

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Q. The logarithm of time fitting method was suggested by ______

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Q. In logarithm of time fitting method, the graph is drawn on a ____________

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Q. The logarithm of time fitting method is based on the characteristic of ______________

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Q. For logarithm of time fitting method, the coefficient of consolidation is detained from ________

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Q. From the coefficient of consolidation and coefficient of volume change, the coefficient of permeability is found by equation ____________

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Q. From the coefficient of consolidation and coefficient of compressibility, the coefficient of permeability is found by equation __________

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Q. Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________

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Q. Secondary consolidation is also known as __________

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Q. There is plastic readjustment of soil particles during _____________

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Q. In many soil deposits, the secondary consolidation is neglected.

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Q. Terzaghi’s theory of consolidation is invalid for ________

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Q. Secondary consolidation starts in the range of primary consolidation itself.

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Q. Secondary compression proceeds linearly with ________

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Q. Secondary consolidation may not constitute a substantial percentage of total settlement for __________

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Q. The secondary consolidation is represented by __________

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Q. For a soil at a given void ratio, the coefficient of compressibility _____________

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Q. The three dimensional consolidation involves _____________

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Q. The theory of the primary design of sand drains based upon the extension of Terzaghi’s basic work was largely developed by ___________

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