water content and voids ratio

specific gravity and dry density

water content and specific gravity

voids ratio and dry density

less than 0.0002 mm

greater than 0.2 mm

between 0.2 mm and 0.0002 mm

all of the above

both meniscus correction and dispersing agent correction are additive

both meniscus correction and dispersing agent correction are subtractive

meniscus correction is additive and dispersing agent correction is subtractive

meniscus correction is subtractive and dispersing agent correction is additive

the principle of test

the method of taking observations

the method of preparation of soil suspension

all of the above

effective size

uniformity coefficient

coefficient of curvature

none of the above