- (A) 10 mm
- (B) 20 mm
- (C) 40 mm
- (D) none of the above
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- (A) directly proportional to the voids ratio
- (B) directly proportional to the compression index
- (C) inversely proportional to the compression index
- (D) none of the above
- (A) moisture content only
- (B) amount of compaction energy only
- (C) both moisture content and amount of compaction energy
- (D) none of the above
- (A) drum roller
- (B) rubber tyred roller
- (C) sheep’s foot roller
- (D) vibratory roller
- (A) constant for any type of soil
- (B) different for different types of soils and also different for a soil under different states of consolidation
- (C) different for different types of soils but same for a soil under different states of consolidation
- (D) independent of type of soil but depends on the stress history of soil
- (A) almost equal to that of clayey soils
- (B) much greater than that of clayey soils
- (C) much less than that of clayey soils
- (D) none of the above
- (A) 3 months
- (B) 6 months
- (C) 12 months
- (D) 24 months
- (A) over-consolidated ciay with a high over-consolidation ratio
- (B) over-consolidated clay with a low over-consolidation ratio
- (C) normally consolidated clay
- (D) under-consolidated clay
- (A) directly proportional to time and inversely proportional to drainage path
- (B) directly proportional to time and inversely proportional to square of drainage path
- (C) directly proportional to drainage path and inversely proportional to time
- (D) directly proportional to square of drainage path and inversely proportional to time
- (A) 0.5 N/mm2 and 30°
- (B) 0.05 N/mm2 and 0°
- (C) 0.2 N/mm2 and 0°
- (D) 0.05 N/mm2 and 45°
