Soil Mechanics and Foundation Bishop’s method of stability analysis is more conservative All of these neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle is more conservative All of these neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature, meniscus and dispersing agent corrections Dispersing agent correction Meniscus correction Temperature correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Meniscus correction Temperature correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plasticity index liquid limit shrinkage limit plastic limit plasticity index liquid limit shrinkage limit plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
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 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° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
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