Discussion
Home ‣ Civil Engineering ‣ Soil Mechanics and Foundation Engineering Comments
- Question
The quantity of seepage of water through soils is proportional to
Options- A. coefficient of permeability of soil
- B. total head loss through the soil
- C. neither (a) nor (b)
- D. both (a) and (b).
- Correct Answer
- both (a) and (b).
- 1. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as
Options- A. quick test
- B. drained test
- C. consolidated undrained test
- D. none of these. Discuss
- 2. The clay soil mainly consists of
Options- A. Kaolinites .
- B. Montomorillonite
- C. Illites
- D. Vermiculite
- E. All the above. Discuss
- 3. The ultimate Settlement of a soil is directly proportional to:
Options- A. depth of the compressible soil strata
- B. compressive index
- C. void ratio
- D. both (a) and (b)
- E. none of these. Discuss
- 4. The liquid limit and plastic limit exist in
Options- A. sandy soils
- B. silty soils
- C. gravel soils
- D. clay soils. Discuss
- 5. Geologic cycle for the formation of soil, is
Options- A. Upheavel ? transportation ? deposition ? weathering
- B. Weathering ? upheaval ? transportation ? deposition
- C. Transportation ? upheaval ? weathering ? deposition
- D. Weathering ? transportation ? deposition ? upheaval
- E. None of these. Discuss
- 6. The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
Options- A. liquid limit
- B. plastic limit
- C. shrinkage limit
- D. permeability limit. Discuss
- 7. If S, L and R are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by
Options- A.
- B.
- C.
- D. none of these. Discuss
- 8. Minimum size of the particles of silt soil, is
Options- A. 0.002 mm
- B. 0.04 mm
- C. 0.06 mm.
- D. 0.08 mm
- E. 1 mm Discuss
- 9. Pick up the correct statement from the following :
Options- A. In soils, the flow index indicates variation in shear strength with water content
- B. Liquid limit minus plastic limit, is known as plasticity index of the soil
- C. Plastic limit minus shrinkage limit, is known as shrinkage index of the soil
- D. The ratio of the plasticity index to the flow limit, is known as toughness index of the soil
- E. All the above. Discuss
- 10. Failure of the stability of slopes, generally occurs along
Options- A. slip plane
- B. a horizontal surface
- C. a curved surface
- D. all the surfaces. Discuss
Soil Mechanics and Foundation Engineering problems
Search Results
Correct Answer: consolidated undrained test
Correct Answer: All the above.
Correct Answer: both (a) and (b)
Correct Answer: clay soils.
Correct Answer: Weathering ? transportation ? deposition ? upheaval
Correct Answer: plastic limit
Correct Answer:
Correct Answer: 0.002 mm
Correct Answer: All the above.
Correct Answer: a curved surface
Comments
There are no comments.More in Civil Engineering:
Programming
Copyright ©CuriousTab. All rights reserved.