MCQOPTIONS
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MCQOPTIONS
This section includes 19 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 percentage of chemical added in soil by weight is? |
| A. | 1 |
| B. | 1.5 |
| C. | 0.5 |
| D. | 0.2 |
| Answer» D. 0.2 | |
| 2. |
The proportioning method not in use is __________ |
| A. | Rothfutch |
| B. | Triangular |
| C. | Lab tests |
| D. | CBR method |
| Answer» E. | |
| 3. |
The mechanical stabilised soil does not depend on __________ |
| A. | Gradation |
| B. | Salts |
| C. | Compaction |
| D. | Consolidation |
| Answer» E. | |
| 4. |
The value of the maximum gradation index lies between? |
| A. | 0.5 |
| B. | 0.3 |
| C. | 0.2 |
| D. | 0.1 |
| Answer» B. 0.3 | |
| 5. |
The n in the gradation formula is called __________ |
| A. | Gradation value |
| B. | Gradation index |
| C. | Gradation factor |
| D. | Gradation distribution |
| Answer» C. Gradation factor | |
| 6. |
If the grains in the aggregate lose contact, they __________ |
| A. | Melt |
| B. | Float |
| C. | Freeze |
| D. | Sieze |
| Answer» C. Freeze | |
| 7. |
The compaction of granular material is __________ |
| A. | Very easy |
| B. | Easy |
| C. | Difficult |
| D. | Very difficult |
| Answer» E. | |
| 8. |
The maximum dry density of the soil can be achievement by __________ |
| A. | Compaction |
| B. | Consolidation |
| C. | Removal of voids |
| D. | Removal of rocks |
| Answer» B. Consolidation | |
| 9. |
The non desirable property of soil is __________ |
| A. | Shear |
| B. | Swelling |
| C. | Incompressibility |
| D. | Stability |
| Answer» C. Incompressibility | |
| 10. |
What is the first principle of mechanical soil stabilisation? |
| A. | Proportioning |
| B. | Compaction |
| C. | Consolidation |
| D. | Shear |
| Answer» B. Compaction | |
| 11. |
THE_PERCENTAGE_OF_CHEMICAL_ADDED_IN_SOIL_BY_WEIGHT_IS?$ |
| A. | 1 |
| B. | 1.5 |
| C. | 0.5 |
| D. | 0.2 |
| Answer» D. 0.2 | |
| 12. |
The proportioning method not in use i? |
| A. | Rothfutch |
| B. | Triangular |
| C. | Lab tests |
| D. | CBR method |
| Answer» E. | |
| 13. |
The mechanical stabilised soil does not depend o? |
| A. | Gradation |
| B. | Salts |
| C. | Compaction |
| D. | Consolidation |
| Answer» E. | |
| 14. |
The value of maximum gradation index lies between |
| A. | 0.5 |
| B. | 0.3 |
| C. | 0.2 |
| D. | 0.1 |
| Answer» B. 0.3 | |
| 15. |
If the grains in the aggregate lose contact, they |
| A. | Melt |
| B. | Float |
| C. | Freeze |
| D. | Sieze |
| Answer» C. Freeze | |
| 16. |
The compaction of granular material is |
| A. | Very easy |
| B. | Easy |
| C. | Difficult |
| D. | Very difficult |
| Answer» E. | |
| 17. |
The maximum dry density of the soil can be achievement by |
| A. | Compaction |
| B. | Consolidation |
| C. | Removal of voids |
| D. | Removal of rocks |
| Answer» B. Consolidation | |
| 18. |
The non desirable property of soil is |
| A. | Shear |
| B. | Swelling |
| C. | Incompressibility |
| D. | Stability |
| Answer» C. Incompressibility | |
| 19. |
The first principle of mechanical soil stabilisation is |
| A. | Proportioning |
| B. | Compaction |
| C. | Consolidation |
| D. | Shear |
| Answer» B. Compaction | |