Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as Natural slope line All listed here Repose line The φ line Natural slope line All listed here Repose line The φ line ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is the stress at particles contact a physical parameter that can be measured important because it is a function of engineering properties of soil All of these the stress at particles contact a physical parameter that can be measured important because it is a function of engineering properties of soil All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 0.5 -2 -0.5 2 0.5 -2 -0.5 2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices All of these assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is None of these 20 mm 10 mm 40 mm None of these 20 mm 10 mm 40 mm ANSWER DOWNLOAD EXAMIANS APP
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