Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero be zero never be greater than unity take values between 0 and 1 only take any value greater than zero be zero never be greater than unity take values between 0 and 1 only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of repose cohesion angle of internal friction None of these angle of repose cohesion angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 90° 22.5° 45° 0° 90° 22.5° 45° 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells 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 strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also 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 but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 12 months 3 months 24 months 6 months 12 months 3 months 24 months 6 months ANSWER DOWNLOAD EXAMIANS APP
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