Home / GATE 2017-2018 / GATE Mining Engineering :: Practice Test Paper 1

GATE 2017-2018 :: GATE Mining Engineering

  1. A 20 m steel tape used in a mine survey is found to be 20 cm short when compared with a standard tape. If the measured volume of a dump using the tape is 4000 m3, its actual volume in m3 is
  2. A.
    3881
    B.
    3902
    C.
    3920
    D.
    4121

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  3. A mine worker inhales normal air; whereas, the exhaled air contains 16.65% O2 and 3.83% CO2. The respiratory quotient of breathing for the worker is
  4. A.
    0.23
    B.
    0.89
    C.
    0.99
    D.
    1.13

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  5. The boundary of a mine is plotted on a scale of 1:2000. If a planimeter measures the plotted area as 58 cm2, the actual mine area in m2 is
  6. A.
    5800
    B.
    11600
    C.
    23200
    D.
    29000

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  7. For a shrinkage stope the following data values are given
    Insitu tonnage                   9000 tonne
    Insitu grade                       5.2 g/tonne
    Average grade of waste  1.4 g/tonne
    Loss of ore in the stope  10%
    Dilution                              20%
    The grade at the mill-head in g/tonne is ________
  8. A.
    4.5 to 4.518
    B.
    4.2 to 4.215
    C.
    6.3 to 6.344
    D.
    1.3 to 1.367

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  9. In an experiment to determine specific gravity of a soil sample, the following data is obtained:
    Mass of empty pycnometer                                                   20.4 g
    Mass of pycnometer with soil sample                                 51.6 g
    Mass of pycnometer with soil sample filled with water   88.6 g
    Mass of pycnometer filled with water                                 70.4 g
    The specific gravity of the sample is __________
  10. A.
    1.25 to 1.35
    B.
    1.45 to 1.55
    C.
    3.56 to 3.66
    D.
    2.35 to 2.45

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  11. A cylindrical rock specimen of diameter 54 mm has Young's modulus of 68.97 GPa and Poisson's ratio of 0.35. The rock specimen fails in uniaxial compression at a lateral strain of 0.01%. The axial load at failure in kN is __________
  12. A.
    34.6 to 35.3
    B.
    44.8 to 45.5
    C.
    54.7 to 55.3
    D.
    12.6 to 13.3

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  13. An open belt drive connects two pulleys on parallel shafts that are 3.6 m apart as shown in the figure. The diameters of the pulleys are 2.4 m and 1.6 m. The angle of contact on the smaller pulley in degrees is __________

  14. A.
    123 to 126
    B.
    166 to 169
    C.
    276 to 279
    D.
    534 to 537

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  15. A two tonne mine car is released from the top of an incline at a height of 3 m as shown in the figure. The mine car travels 45 m along the inclined track and another 85 m along the horizontal track before coming to rest.

    The specific rolling resistance of the car in N/tonne is ____________
  16. A.
    124 to 130
    B.
    543 to 549
    C.
    225 to 231
    D.
    287 to 293

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  17. A surface miner with 2.0 m cutting drum width excavates coal in windrowing mode from a bench with effective face length 200 m. The cutting speed of the surface miner is 10 m/min and the cutting depth 25 cm. The density of coal is 1.4 tonne/m3. If the average turning time of the machine at the face end is 5 min, the rate of production in tonne/hour becomes ____________
  18. A.
    654 to 656
    B.
    335 to 337
    C.
    267 to 269
    D.
    483 to 485

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  19. A core sample of a rock, having diameter 54 mm and length 108 mm, is subjected to axial loading. If the axial strain and Poisson's ratio are 2000 * 10-6 and 0.28 respectively, the value of volumetric strain , represented in micro-strain is ___________
  20. A.
    0.000835 to 0.000845
    B.
    0.000855 to 0.000865
    C.
    0.000865 to 0.000875
    D.
    0.000875 to 0.000885

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