- (A) the principle of test
- (B) the method of taking observations
- (C) the method of preparation of soil suspension
- (D) all of the above
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- (A) always less than 1
- (B) always equal to 1
- (C) equal to or less than 1
- (D) equal to or gi eater than 1
- (A) effective size
- (B) uniformity coefficient
- (C) coefficient of curvature
- (D) none of the above
- (A) less than 0.0002 mm
- (B) greater than 0.2 mm
- (C) between 0.2 mm and 0.0002 mm
- (D) all of the above
- (A) 18.6 kN/m3
- (B) 20.0 kN/m3
- (C) 22.0 kN/m3
- (D) 23.2 kN/m3
- (A) oven drying method
- (B) sand bath method
- (C) alcohol method
- (D) calcium carbide method
- (A) both meniscus correction and dispersing agent correction are additive
- (B) both meniscus correction and dispersing agent correction are subtractive
- (C) meniscus correction is additive and dispersing agent correction is subtractive
- (D) meniscus correction is subtractive and dispersing agent correction is additive
- (A) water content and voids ratio
- (B) specific gravity and dry density
- (C) water content and specific gravity
- (D) voids ratio and dry density
- (A) zero
- (B) 1
- (C) between 0 and 1
- (D) greater than 1
- (A) 40%
- (B) 60%
- (C) 80%
- (D) 100%
