Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made 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) only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by wind water glaciers None of these wind water glaciers None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 < n < 100 n < 0 n > 0 0 ≤ n ≤ 100 0 < n < 100 n < 0 n > 0 0 ≤ n ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance increases as the soil gradation im-proves is limited to a maximum value of 45° increases as the size of particles increases is rarely more than 30° for fine grained soil increases as the soil gradation im-proves is limited to a maximum value of 45° increases as the size of particles increases is rarely more than 30° for fine grained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 22.5° 0° 90° 45° 22.5° 0° 90° 45° ANSWER DOWNLOAD EXAMIANS APP
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