Exercise :: UPSC Civil Service Exam Questions - Section 11
- UPSC Civil Service Exam Questions - Section 1
- UPSC Civil Service Exam Questions - Section 2
- UPSC Civil Service Exam Questions - Section 3
- UPSC Civil Service Exam Questions - Section 4
- UPSC Civil Service Exam Questions - Section 5
- UPSC Civil Service Exam Questions - Section 6
- UPSC Civil Service Exam Questions - Section 7
- UPSC Civil Service Exam Questions - Section 8
- UPSC Civil Service Exam Questions - Section 9
- UPSC Civil Service Exam Questions - Section 10
- UPSC Civil Service Exam Questions - Section 11
- UPSC Civil Service Exam Questions - Section 12
- UPSC Civil Service Exam Questions - Section 13
- UPSC Civil Service Exam Questions - Section 14
- UPSC Civil Service Exam Questions - Section 15
- UPSC Civil Service Exam Questions - Section 16
- UPSC Civil Service Exam Questions - Section 17
- UPSC Civil Service Exam Questions - Section 18
- UPSC Civil Service Exam Questions - Section 19
- UPSC Civil Service Exam Questions - Section 20
- UPSC Civil Service Exam Questions - Section 21
- UPSC Civil Service Exam Questions - Section 22
- UPSC Civil Service Exam Questions - Section 23
- UPSC Civil Service Exam Questions - Section 24
- UPSC Civil Service Exam Questions - Section 25
- UPSC Civil Service Exam Questions - Section 26
- UPSC Civil Service Exam Questions - Section 27
1. | The initial and final void ratios of a clay sample in a consolidation test are 1 and 0.5, respectively. If the initial thickness of the sample is 2.4 cm, then its final thickness will be |
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2. | Cohesion is 15 kN/m2, the unit weight of soil is 20 kN/m3, the factor of safety is 1.5 and stability number is 0.05; the safe maximum height of the slope is |
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3. | The nail diameter should not be more than(t = least thickness of the wooden member to be connected) |
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4. | As per practice of Indian Railways, the grade compensation provided for B.G. on curves is |
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5. | In cement concrete pavements, tie bars are installed in |
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