- (A) decreases with the increase in the initial voids ratio
- (B) decreases with the decrease in the plastic limit
- (C) increases with the increase in the initial voids ratio
- (D) increases with the decrease in the porosity of the soil
Civil Engineering Mcqs
- (A) 10 mm
- (B) 20 mm
- (C) 40 mm
- (D) none of the above
- (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
