Which option is the incorrect one regarding horse-shoe section of a tunnel?
- AIt is the most suitable for soft rocks
- BIt is commonly used for highway and railway tunnels
- CIt is the best shape suited for traffic purpose
- DIt is the best theoretical section for resisting internal or external forcesCorrect
Solution
Concept
Different tunnel shapes serve different structural and functional purposes. Circular sections are best for uniform pressure, while horse-shoe sections are ideal for soft rocks and traffic clearance.
Step-by-step solution
1. Understand the structural properties of different tunnel shapes (Circular, Horse-shoe, Elliptical, Segmental, etc.). 2. Recognize that circular sections provide the most uniform resistance against external/internal hydrostatic pressures. 3. Identify that the horse-shoe section is most suitable for soft rocks and provides adequate space for traffic (highway/railway), making options A, B, and C correct statements. 4. Conclude that option D is incorrect because circular, not horse-shoe, is the best theoretical section for resisting uniform pressures.
Explanation
The circular section is the best theoretical section for resisting internal or external fluid or hydrostatic pressures uniformly. The horse-shoe section is generally used for carrying sewage or water under pressure or for soft rocks, but it is not the best theoretical section for hydrostatic pressure resistance compared to a circle.
Why the other options are wrong
A: Horse-shoe section is indeed widely used and suitable for soft rocks. B: It provides a wide base and sufficient headroom, making it common for highways and railways. C: The flat bottom and arched top make it well-suited for traffic purposes.
Shortcut
Remember: Circular = Best for pressure; Horse-shoe = Best for soft rock and traffic.
Common mistake
Confusing the best shape for traffic/soft rocks (horse-shoe) with the best theoretical shape for uniform pressure resistance (circular).
Correct answer: D) It is the best theoretical section for resisting internal or external forces