Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt clay clayey silt sand silt clay clayey silt sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is a physical parameter that can be measured important because it is a function of engineering properties of soil the stress at particles contact All of these a physical parameter that can be measured important because it is a function of engineering properties of soil the stress at particles contact All of these 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° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is 7 17 0 < PI < 7 PI>27 7 17 0 < PI < 7 PI>27 ANSWER DOWNLOAD EXAMIANS APP
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