Soil Mechanics and Foundation Effective stress is important because it is a function of engineering properties of soil a physical parameter that can be measured All of these the stress at particles contact important because it is a function of engineering properties of soil a physical parameter that can be measured All of these the stress at particles contact 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 Repose line Natural slope line All listed here The φ line Repose line Natural slope line All listed here The φ line ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes All listed here Soil is homogeneous and fully saturated Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume All listed here Soil is homogeneous and fully saturated Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation 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 10 mm 40 mm None of these 20 mm 10 mm 40 mm None of these 20 mm ANSWER DOWNLOAD EXAMIANS APP
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