Soil Mechanics and Foundation Compressibility of sandy soils is 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 much less than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.028 0.036 036 0.28 0.028 0.036 036 0.28 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called voids ratio porosity air content percentage air voids voids ratio porosity air content percentage air voids 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 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
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