31. |
Which type of material should be unsuitable for Embankment construction
|
||||||||
Answer:
Option (b) |
32. |
Which type of material should be unsuitable for subgrade construction
|
||||||||
Answer:
Option (a) |
33. |
Which are the desirable properties of soil
|
||||||||
Answer:
Option (d) |
34. |
Relative Compaction % of maximum lab Dry density obtained by Standard Proctor test as per IS: 2720 (Part 7), for the Embankments is
|
||||||||
Answer:
Option (b) |
35. |
Maximum Lab Dry Unit weight, Tested as per IS 2720 (Part 7) (Light Compaction), for the subgrade and Earthen shoulder is
|
||||||||
Answer:
Option (a) |
36. |
The ratio of the deviator stress by the recoverable strain called as
|
||||||||
Answer:
Option (c) |
37. |
If the CBR value for subgrade soil is 4%, then the value of modulus of resilient would be (in MPa)
|
||||||||
Answer:
Option (d) |