Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plastic limit plasticity index shrinkage limit liquid limit plastic limit plasticity index shrinkage limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with increase in normal stress Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 0.425 mm to 0.075 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? constant head method both the above None of these falling head method constant head method both the above None of these falling head method ANSWER DOWNLOAD EXAMIANS APP
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