Civil Engineering - UPSC Civil Service Exam Questions
Exercise : UPSC Civil Service Exam Questions - Section 13
- 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
36.
A footing is resting on a fully saturated clayey strata. For checking the initial stability, shear parameters are used from which one of the following ?
37.
Consider the following factors :
1. Reaction time
2. Speed
3. Coefficient of longitudinal friction
4. Gradient
Which of these factors are taken into account for computing braking distance ?
1. Reaction time
2. Speed
3. Coefficient of longitudinal friction
4. Gradient
Which of these factors are taken into account for computing braking distance ?
38.
For the purpose of designing a well point system for lowering ground water table in a sandy silt deposit, the coefficient of permeability of the soil is to be determined. Which one of the following methods would be most suitable ?
39.
Which of the following are associated with alum coagulation ?
1. A decrease of alkalinity in treated water
2. Formation of hydroxide flocs of aluminium
3. A slight decrease of pH in treated water
4. An increase of permanent hardness
Select the correct answer using the codes given below :
1. A decrease of alkalinity in treated water
2. Formation of hydroxide flocs of aluminium
3. A slight decrease of pH in treated water
4. An increase of permanent hardness
Select the correct answer using the codes given below :
40.
Consider the following statements :
For an over-reinforced (singly reinforced) rectangular RC section.
1. the lever arm will be less than that for a balanced section.
2. the maximum stress developed by steel would equal the allowable stress in steel.
3. the maximum stress developed by concrete would equal allowable stress in concrete.
Of these statements :
For an over-reinforced (singly reinforced) rectangular RC section.
1. the lever arm will be less than that for a balanced section.
2. the maximum stress developed by steel would equal the allowable stress in steel.
3. the maximum stress developed by concrete would equal allowable stress in concrete.
Of these statements :
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