The consolidated-un drained test can be performed in ___________ methods.
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Which of the following cannot be obtained by using un-drained test?
The change in the pore pressure during an un-drained shear can be explained by ___________
Factor affecting pore pressure parameters is ___________
The value of pore pressure parameter, at failure for saturated clay is __________
Negative pore pressure in clay or sand is developed due to __________
If the pore pressure is measured during un-drained stage of the test, the result can be expressed in terms of __________
The equation for the unconsolidated un drainage strength of clay is __________
In which type of water demand, the minimum average consumption of water takes place?
The maximum permissible limit for suspended solids is ____________
Which method of population forecast combines both arithmetical increase and geometrical increase method?
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