Civil Engineering - UPSC Civil Service Exam Questions
Exercise : UPSC Civil Service Exam Questions - Section 16
- UPSC Civil Service Exam Questions - Section 14
- UPSC Civil Service Exam Questions - Section 27
- UPSC Civil Service Exam Questions - Section 26
- UPSC Civil Service Exam Questions - Section 25
- UPSC Civil Service Exam Questions - Section 24
- UPSC Civil Service Exam Questions - Section 23
- UPSC Civil Service Exam Questions - Section 22
- UPSC Civil Service Exam Questions - Section 21
- UPSC Civil Service Exam Questions - Section 20
- UPSC Civil Service Exam Questions - Section 19
- UPSC Civil Service Exam Questions - Section 18
- UPSC Civil Service Exam Questions - Section 17
- UPSC Civil Service Exam Questions - Section 16
- UPSC Civil Service Exam Questions - Section 15
- UPSC Civil Service Exam Questions - Section 1
- UPSC Civil Service Exam Questions - Section 13
- UPSC Civil Service Exam Questions - Section 12
- UPSC Civil Service Exam Questions - Section 11
- UPSC Civil Service Exam Questions - Section 10
- UPSC Civil Service Exam Questions - Section 9
- UPSC Civil Service Exam Questions - Section 8
- UPSC Civil Service Exam Questions - Section 7
- UPSC Civil Service Exam Questions - Section 6
- UPSC Civil Service Exam Questions - Section 5
- UPSC Civil Service Exam Questions - Section 4
- UPSC Civil Service Exam Questions - Section 3
- UPSC Civil Service Exam Questions - Section 2
31.
Non-collodial liguids are :
32.
Consider the following statements with respect to tunnelling methods:
1. Full face excavation is suitable for small size tunnel of short length in compact rock. It is not suitable in urban areas.
2. Heading and Benching method is suitable for soft rock tunnelling of medium size.
3. Drift method is suitable for large tunnels in difficult or incompetent rock.
Which of the statements given above are correct ?
1. Full face excavation is suitable for small size tunnel of short length in compact rock. It is not suitable in urban areas.
2. Heading and Benching method is suitable for soft rock tunnelling of medium size.
3. Drift method is suitable for large tunnels in difficult or incompetent rock.
Which of the statements given above are correct ?
33.
For excavating utility trenches with precise control of depth the excavation equipment used is:
34.
Sewage sickness is a term used for
35.
Which one of the following conditions is a typical characteristic of critical flow (symbols have the usual meanings)
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