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 1.0 and 0.0 0.0 and 1.0 0.5 and 1.0 1.0 and 0.5 1.0 and 0.0 0.0 and 1.0 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay fine sand coarse sand silt clay fine sand coarse sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 18.6 kN/m3 22.0 kN/m3 23.2 kN/m3 20.0 kN/m3 18.6 kN/m3 22.0 kN/m3 23.2 kN/m3 20.0 kN/m3 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° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil 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 1.0m 3m 2.0m 1.5m 1.0m 3m 2.0m 1.5m ANSWER DOWNLOAD EXAMIANS APP
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