Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dehydrated soil partially saturated soil dry soil air entrained soil dehydrated soil partially saturated soil dry soil air entrained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit 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 Which of the following is a measure of particle size range ? effective size uniformity coefficient coefficient of curvature None of these effective size uniformity coefficient coefficient of curvature None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
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