Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Meniscus correction Temperature correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Meniscus correction 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 45° 0° 90° 22.5° 45° 0° 90° 22.5° 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 3 months 12 months 6 months 24 months 3 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation different for different types of soils but same for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above None of these constant head method falling head method both the above None of these constant head method falling head method ANSWER DOWNLOAD EXAMIANS APP
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