- (A) decreases with increase in liquid limit
- (B) increases with increase in liquid limit
- (C) first increases and then decreases with increase in liquid limit
- (D) remains constant at all liquid limits
Civil Engineering Mcqs
- (A) a dimensional parameter
- (B) directly proportional to permeability of soil
- (C) inversely proportional to drainage path
- (D) independent of thickness of clay layer
- (A) compressibility
- (B) permeability
- (C) both compressibility and permeability
- (D) none of the above
- (A) well ppint system
- (B) vacuum method
- (C) deep well system
- (D) electroosmosis method
- (A) a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant
- (B) a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant
- (C) both neutral pressure and effective pressure decrease
- (D) both neutral pressure and effective pressure increase
- (A) parallel to stratification is always greater than that perpendicular to stratification
- (B) parallel to stratification is always less than that perpendicular to stratification
- (C) is always same in both directions
- (D) parallel to stratification may or may not be greater than that perpendicular to stratification
- (A) 0.028
- (B) 0.28
- (C) 036
- (D) 0.036
- (A) effective stress with time
- (B) effective stress with depth
- (C) pore water pressure with depth
- (D) pore water pressure with time
- (A) 0.00018 nrVsec
- (B) 0.0045 m3/sec
- (C) 0.18m3/sec
- (D) 0.1125m3/sec
- (A) 3
- (B) 6
- (C) 9
- (D) 16
