Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear decreases increases remains unchanged first increases and then decreases decreases increases remains unchanged first increases and then decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? falling head method both the above None of these constant head method falling head method both the above None of these constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm 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° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is important because it is a function of engineering properties of soil the stress at particles contact a physical parameter that can be measured All of these important because it is a function of engineering properties of soil the stress at particles contact a physical parameter that can be measured All of these ANSWER DOWNLOAD EXAMIANS APP
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