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- Question
The liquid limit and plastic limit exist in
Options- A. sandy soils
- B. silty soils
- C. gravel soils
- D. clay soils.
- Correct Answer
- clay soils.
- 1. 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
- 2. Pick up the correct statement from the following:
Options- A. Failure plane carries maximum shear stress
- B. Failure plane does not carry maximum shear stress
- C. Failure plane carries shear stress equal to maximum shear stress
- D. None of these. Discuss
- 3. In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is
Options- A. 35%
- B. 50%
- C. 65%
- D. none of these. Discuss
- 4. The lateral earth pressure on a retaining wall
Options- A. is equal to mass of the soil retained
- B. proportional to the depth of the soil
- C. proportional to the square of the depth of the soil
- D. proportional to the internal friction of the soil
- E. none of these. Discuss
- 5. The internal molecular attraction of a soil, the cohesion
Options- A. decreases as the moisture content increases
- B. increases as the moisture content decreases
- C. is more in well compacted clays
- D. depends upon the external applied load. Discuss
- 6. 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
- 7. The clay soil mainly consists of
Options- A. Kaolinites .
- B. Montomorillonite
- C. Illites
- D. Vermiculite
- E. All the above. Discuss
- 8. 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
- 9. 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). Discuss
- 10. 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
Soil Mechanics and Foundation Engineering problems
Search Results
Correct Answer: Weathering ? transportation ? deposition ? upheaval
Correct Answer: Failure plane does not carry maximum shear stress
Correct Answer: 65%
Correct Answer: proportional to the internal friction of the soil
Correct Answer: is more in well compacted clays
Correct Answer: both (a) and (b)
Correct Answer: All the above.
Correct Answer: consolidated undrained test
Correct Answer: both (a) and (b).
Correct Answer: plastic limit
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