Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is between 0 and 1 greater than 1 1 zero between 0 and 1 greater than 1 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 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 0 < PI < 7 PI>27 7 17 0 < PI < 7 PI>27 7 17 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 24 months 6 months 3 months 12 months 24 months 6 months 3 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only vertical plane only ANSWER DOWNLOAD EXAMIANS APP
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