Soil Mechanics and Foundation Water content of soil can be greater than 100 % be less than 0 % take values only from 0 % to 100 % never be greater than 100 % be greater than 100 % be less than 0 % take values only from 0 % to 100 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ? calcium carbide method alcohol method oven drying method sand bath method calcium carbide method alcohol method oven drying method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil 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 Decreases with increase in normal stress Decreases with decrease in normal stress ANSWER DOWNLOAD EXAMIANS APP
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