Question: Which of the following methods of tunneling is used for long tunnels at great depths ?
- 1. Army method
- 2. Needle beam method
- 3. Austrian method
- 4. English method
Question: Which one of the following is considered to be an advantage of the heading and benching method of tunnel construction?
- 1. It is suitable for construction in unstable rocks
- 2. In this method, it is easy to install timber support
- 3. Tunnelling can be continuous and the work can be expedited
- 4. In case of excessive water, it is easy to take correct steps
Question: Which one of the following is a component of a shield for tunnelling ?
- 1. liner plate
- 2. trench jack
- 3. stiffener
- 4. cutting edge
Question: Drift method of tunnelling is used to construct tunnels in__________________?
- 1. soft grounds
- 2. rock
- 3. self supporting grounds
- 4. broken grounds
Question: In Belgium method of tunneling _________________?
- 1. construction of side walls is completed before invert and roof arch are built
- 2. construction of roof arch is completed before side walls and invert are built
- 3. construction of invert is completed before side walls and roof arch are built
- 4. construction of invert and side walls is completed before roof arch is built
Question: Ribs are used for strengthening and stiffening the liner plate for tunnels of diameter greater than_____________________?
- 1. 2 m
- 2. 3 m
- 3. 4 m
- 4. 5 m
Question: If ‘D’ is the diameter of tunnel in meters, then the thickness of lining in mm, as per the empirical formula is given by_________________?
- 1. 42 D
- 2. 82 D
- 3. 104 D
- 4. 124 D
Question: Which of the following is not a component of the shield ?
- 1. propelling jacks
- 2. liner plate
- 3. hood
- 4. tail
Question: If ‘N’ is the number of shafts used, then the total number of feces available for attacking the excavation and construction in tunnels are_________________________?
- 1. 2N
- 2. N + 2
- 3. 2 N + 1
- 4. 2 N + 2
Question: Circular section of tunnels is not suitable for________________?
- 1. carrying water
- 2. non-cohesive soils
- 3. tunnels driven by shield method
- 4. placement of concrete lining