MCQOPTIONS
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This section includes 14 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. |
What is the most superior material used in the pavement? |
| A. | DBM |
| B. | WBM |
| C. | Tar |
| D. | Bitumen |
| Answer» E. | |
| 2. |
The layer which should have high modulus of elasticity is? |
| A. | Soil |
| B. | Sub grade |
| C. | Sub base |
| D. | Pavement |
| Answer» E. | |
| 3. |
What is the minimum deflection assumed in plate bearing test? |
| A. | 0.25 mm |
| B. | 0.25 cm |
| C. | 2.5 cm |
| D. | 2.5 m |
| Answer» C. 2.5 cm | |
| 4. |
The diameter of the plate in plate load test is _____________ |
| A. | 30 cm |
| B. | 30 mm |
| C. | 3 m |
| D. | 0.3 m |
| Answer» B. 30 mm | |
| 5. |
The constant in rigid pavement design is _____________ |
| A. | 1.5 |
| B. | 1.18 |
| C. | 2 |
| D. | 3 |
| Answer» C. 2 | |
| 6. |
The unit of deflection is measured in _____________ |
| A. | mm |
| B. | N mm |
| C. | joule |
| D. | watt |
| Answer» B. N mm | |
| 7. |
At surface the value of constant F is _____________ |
| A. | 1 |
| B. | 1.18 |
| C. | 1.5 |
| D. | 2 |
| Answer» D. 2 | |
| 8. |
The Poisson s ratio of soil is assumed as _____________ |
| A. | 0.5 |
| B. | 0.6 |
| C. | 0.7 |
| D. | 0.8 |
| Answer» B. 0.6 | |
| 9. |
The ratio of the radius r/a=0 represents _____________ |
| A. | Center of chart |
| B. | Center of load |
| C. | Center of stress |
| D. | Center of the pavement |
| Answer» B. Center of load | |
| 10. |
The z is a function of _____________ |
| A. | P, a |
| B. | P, z |
| C. | P, a, z |
| D. | P only |
| Answer» D. P only | |
| 11. |
The ratio of z/a=0 represent the stress at _____________ |
| A. | Top surface |
| B. | Bottom surface |
| C. | Middle |
| D. | Maximum stress point |
| Answer» B. Bottom surface | |
| 12. |
Boussinesq assumed the load as a _____________ |
| A. | Point load |
| B. | UDL |
| C. | UVL |
| D. | Triangular load |
| Answer» B. UDL | |
| 13. |
Two elastic theory was developed by _____________ |
| A. | Boussinesq |
| B. | Westergard |
| C. | Burnister |
| D. | McAdam |
| Answer» D. McAdam | |
| 14. |
Boussinesq assumed soil as _____________ |
| A. | Homogeneous |
| B. | Heterogeneous |
| C. | Rigid |
| D. | Flexible |
| Answer» B. Heterogeneous | |