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Civil Engineering :: UPSC Civil Service Exam Questions

  1. A particle of mass 3 kg moving in a straight line decelerates uniformly from a speed of 40 m/s to 20 m/s in a distance of 300 m. Before it comes to rest, it will travel a further distance pf

  2. A.
    10 m
    B.
    20 m
    C.
    50 m
    D.
    100 m

  3. For designing end bearing piles of square cross-section in clays having average unconfmed compressive strength of 6 t/m2, the net ultimate bearing capacity may be taken as

  4. A.
    15 t/m2
    B.
    18 t/m2
    C.
    20 t/m2
    D.
    27 t/m2

  5. The side AD of the square block ABCD as shown in the given figure is fixed at the base and it is under a state of simple shear causing shear stress τ and shear strain π, where The distorted shape is AB'C'D. The diagonal strain (linear) will be

  6. A.
    B.
    C.
    φ2
    D.
    φ

  7. Consider the following statements :
    Collision diagram is used to
    1. study accident pattern
    2. eliminate accidents
    3. determine remedial measures
    4. make statistical analysis of accidents
    Of these statements :

  8. A.
    1 and 2 are correct
    B.
    1 and 3 are correct
    C.
    3 and 4 are correct
    D.
    2 and 4 are correct

  9. Consider the following statements :
    1. An ascending gradient of 1 in 100 meets an ascending gradient of 1 in 120 to form a Valley curve.
    2. A falling gradient of 1 in 25 meets a falling gradient of 1 in 50 to form a summit curve.
    3. The length of summit curve is determined on the basis of head light sight distance.
    Which one of the statements given above is/are correct ?

  10. A.
    1 and 2
    B.
    2 and 3
    C.
    1 and 3
    D.
    2 only

  11. The rectangular block shown in the given figure is subjected to pure shear to intensity 'q'. If BE represents the i principal plane and the principal stresses are σ1, σ2 ; then the values of θ, σ1 and σ2 will be respectively.

  12. A.
    θ°, 90°; + q and - q
    B.
    30°, 120°; + q and - q
    C.
    45°, 135°; + and
    D.
    45°, 135°; + q and - q

  13. The maximum energy stored at elastic limit of a material is called

  14. A.
    resilience
    B.
    proof resilience
    C.
    modulus of resilience
    D.
    bulk resilience

  15. If the pressure carried by a CBR specimen at 2.5 mm penetration is 3.5 N/mm2, the CBR of the soil is

  16. A.
    10%
    B.
    35%
    C.
    50%
    D.
    70%

  17. A close-coiled helical spring with n coils, mean radius R and diameter d is subjected to an axial load W. What is the compression in the spring ?


  18. Activated sludge is the

  19. A.
    resultant sludge removable from the aeration unit
    B.
    sludge settled in the humus tank
    C.
    sludge in the secondary tank post-aeration rich in microbial mass
    D.
    sludge.in the secondary tank post aeration, rich in nutrients.