Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.0m 1.5m 2.0m 3m 1.0m 1.5m 2.0m 3m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of rock minerals kaolinite montmorillonite illite rock minerals kaolinite montmorillonite illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil always increases The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil always increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in floating ring type consolido-meter only in fixed ring type consolido-meter None of these both (A) and (B) only in floating ring type consolido-meter only in fixed ring type consolido-meter None of these both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible It can be performed under all three drainage conditions with complete control None of these Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible It can be performed under all three drainage conditions with complete control None of these ANSWER DOWNLOAD EXAMIANS APP
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