Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero be zero take values between 0 and 1 only never be greater than unity take any value greater than zero be zero take values between 0 and 1 only never be greater than unity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than both the active and passive earth pressures greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 zero non-plastic (NP) negative 1 zero non-plastic (NP) negative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 9 16 6 3 9 16 6 3 ANSWER DOWNLOAD EXAMIANS APP
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