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Civil Engineering :: GATE Exam Questions

  1. The total active thrust on a vertical wall 3m high retaining a horizontal sand backfill (unit weight γt = 20 kN/m3, angle of shearing resistance φ' = 30°) when the water table is at the bottom of the wall, will be:

  2. A.
    30 kN/m
    B.
    35 kN/m
    C.
    4 kN/m
    D.
    45 kN/m

  3. Reaction at support b of the structure is

  4. A.
    P
    B.
    P2
    C.
    D.

  5. In cohesive soils the depth of tension crack (Zcr) is likely to be


  6. A vertical rod PQ of length L is fixed at its top end P and has a flange fixed to the bottom end Q. A weight W is dropped vertically from a height h(< L) on to the flange. The axial stress in the rod can be reduced by

  7. A.
    increasing the length of the rod
    B.
    decreasing the length of the rod
    C.
    decreasing the area of cross-section of the rod
    D.
    increasing the modulus of elasticity of the material

  8. Compaction by vibratory roller is the best method of compaction in case of

  9. A.
    moist silty sand
    B.
    well graded dry sand
    C.
    clay of medium compressibility
    D.
    silt of high compressibility

  10. Design rate of super elevation for horizontal highway curve of radius 450 m for a mixed traffic condition, having a speed of 125 km/hour is

  11. A.
    1.0
    B.
    0.05
    C.
    0.07
    D.
    0.154

  12. A mild steel specimen is under uni-axial tensile stress. Young's modulus and yield stress for mild steel are 2 x 105 MPa and 250 MPa respectively. The maximum amount of strain energy per unit volume that can be stored in this speciment without permanent set, is

  13. A.
    156 Nmm/mm3
    B.
    15.6 Nmm/mm3
    C.
    1.56 Nmm/mm3
    D.
    0.156 Nmm/mm3

  14. Rivets and bolts subjected to both shear stress (τvf , cal) and axial tensile stress (σtf , cal) shall be so proportioned that the stresses do not exceed the respective allowable stresses τvf and σtf and the value of exceed does not exceed

  15. A.
    1.0
    B.
    1.2
    C.
    1.4
    D.
    1.8

  16. Standard 5-day BOD of a waste water sample is nearly x% of the ultimate BOD, where x is

  17. A.
    48
    B.
    58
    C.
    68
    D.
    78

  18. A two lane single carriage-way is to be designed for a design life period of 15 years. Total two-way traffic intensity in the year of completion of construction is expected to be 2000 commercial vehicles per day. Vehicle damage factor = 3.0, Lane distribution factor = 0.75. Assuming an annual rate of traffic growth as 7.5%, the design traffic expressed as cumulative number of standard axles, is

  19. A.
    42.9 x 106
    B.
    22.6 x 106
    C.
    10.1 x 106
    D.
    5.3 x 106