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 None of these only in fixed ring type consolido-meter both (A) and (B) only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
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 3m 2.0m 1.0m 1.5m 3m 2.0m 1.0m 1.5m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 167 mm 15 mm 30 mm 50 mm 167 mm 15 mm 30 mm 50 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° is rarely more than 30° for fine grained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 1.0 and 0.0 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 1.0 and 0.0 ANSWER DOWNLOAD EXAMIANS APP
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