Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these uniformity coefficient coefficient of curvature effective size None of these uniformity coefficient coefficient of curvature effective size ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water 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 Compressibility of sandy soils is much less than that of clayey soils much greater than that of clayey soils None of these almost equal to that of clayey soils much less than that of clayey soils much greater than that of clayey soils None of these almost equal to that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay silt clayey silt sand clay silt clayey silt sand ANSWER DOWNLOAD EXAMIANS APP
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