MCQOPTIONS
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MCQOPTIONS
This section includes 17 Mcqs, each offering curated multiple-choice questions to sharpen your Highway Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The water content in the emulsion is about __________ |
| A. | 10% |
| B. | 20% |
| C. | 30% |
| D. | 40% |
| Answer» E. | |
| 2. |
The desert sand is __________ |
| A. | Strong |
| B. | Weak |
| C. | Normal |
| D. | Unfit for pavements |
| Answer» C. Normal | |
| 3. |
The cement content required for BC soil is __________ |
| A. | High |
| B. | Very high |
| C. | Low |
| D. | Very low |
| Answer» C. Low | |
| 4. |
The colloidal content in BC soils can be up to __________ |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» E. | |
| 5. |
The modification factor used in base course thickness is called __________ |
| A. | Granite equivalence |
| B. | Gravel equivalence |
| C. | Sand equivalence |
| D. | Soil equivalence |
| Answer» C. Sand equivalence | |
| 6. |
The flexural strength is based on __________ |
| A. | IRC |
| B. | Plate test |
| C. | CBR |
| D. | Shear |
| Answer» D. Shear | |
| 7. |
The final choice of stabilisation technique is based on __________ |
| A. | Labour |
| B. | Material |
| C. | Equipment |
| D. | Cost |
| Answer» E. | |
| 8. |
THE_DESERT_SAND_IS.?$ |
| A. | Strong |
| B. | Weak |
| C. | Normal |
| D. | Unfit for pavements |
| Answer» C. Normal | |
| 9. |
The water content in emulsion is about.$ |
| A. | 10% |
| B. | 20% |
| C. | 30% |
| D. | 40% |
| Answer» E. | |
| 10. |
The cement content required for BC soil is? |
| A. | High |
| B. | Very high |
| C. | Low |
| D. | Very low |
| Answer» C. Low | |
| 11. |
The shrinkage limit value in BC soil is |
| A. | 0% |
| B. | 9% |
| C. | 15% |
| D. | 16% |
| Answer» D. 16% | |
| 12. |
The colloidal content in BC soils can be up to. |
| A. | 20% |
| B. | 30% |
| C. | 40% |
| D. | 50% |
| Answer» E. | |
| 13. |
The modification factor used in base course thickness is called. |
| A. | Granite equivalence |
| B. | Gravel equivalence |
| C. | Sand equivalence |
| D. | Soil equivalence |
| Answer» C. Sand equivalence | |
| 14. |
The mix design should take into consideration. |
| A. | Stability |
| B. | Durability |
| C. | Stability and durability |
| D. | Age |
| Answer» D. Age | |
| 15. |
The flexural strength is based on. |
| A. | IRC |
| B. | Plate test |
| C. | CBR |
| D. | Shear |
| Answer» D. Shear | |
| 16. |
The final choice of stabilisation technique is based on. |
| A. | Labour |
| B. | Material |
| C. | Equipment |
| D. | Cost |
| Answer» E. | |
| 17. |
How many types of challenges are encountered in bitumen stabilisation? |
| A. | One |
| B. | Two |
| C. | Three |
| D. | Four |
| Answer» D. Four | |