The logarithm of time fitting method was suggested by ______

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The use of square root of fitting method was suggested by ________

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

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

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

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From the practical data, in square root of time fitting, ______ curve is plotted.

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

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The square root of time fitting method the theoretical graph is plotted between _____

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

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The coefficient of consolidation can be determined by comparing characteristics of _______

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

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The coefficient of consolidation can be found by _____________

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

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The abscissa at U=90% is roughly equal to ________ times the abscissa at U=60%.

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The consolidation between Ro and Rc is called ______________

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The curve is straight up to _______________

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A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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What kind of method was suggested by Casagrande, for determining the phreatic line?

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Two clay layer of A and B of thickness 2cm and 3 cm is load with pressure of 200KN/m^2. If the time taken by soil A to reach 50% consolidation is 1/4^th of that required by soil B to reach 50% consolidation, then find the ratio of coefficients of Permeability. Given that ratio of coefficient of volume change is 1.751.

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The time factor Tv for the vertical flow is given by _______

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Two clay layer of A and B of thickness 2cm and 3 cm is load with pressure of 200KN/m^2. If the time taken by soil A to reach 50% consolidation is 1/4^th of that required by soil B to reach 50% consolidation, then find the ratio of coefficients of consolidation.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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The mechanics of consolidation was demonstrated by ___________

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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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