Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these effective size uniformity coefficient coefficient of curvature None of these effective size uniformity coefficient coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis All of these is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle All of these is more conservative 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 In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon ultimate bearing capacity of soil only none of above allowable settlement only both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only none of above allowable settlement only both allowable settlement and ultimate bearing capacity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of cohesion only both cohesion and angle of internal friction both cohesion and angle of internal friction angle of internal friction only cohesion only both cohesion and angle of internal friction both cohesion and angle of internal friction angle of internal friction only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero be zero take values between 0 and 1 only never be greater than unity take any value greater than zero be zero take values between 0 and 1 only never be greater than unity ANSWER DOWNLOAD EXAMIANS APP
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