CMRS designed hydraulic Prop. Have
A. Damaged prop can be easily repairable without taking to surface
B. Load indicating device
C. Easily liftable
D. None
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The hydraulic props classified into . . . . . . . . types.
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Pick odd-man out
A. Prop
B. Chock
C. Chock shield
D. With drawer
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Vertical compressive forces are proportional to the . . . . . . . . excavation.
A. Thickness
B. Width
C. Depth
D. Breadth
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The pressure rating of triaxial cell is . . . . . . . . maximum confining pressure.
A. 120 Mpa
B. 138 Mpa
C. 140 Mpa
D. 150 MPa
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The point load index strength index (IS) of rock is, 0.5 Mpa, what is the compressive strength of that rock?
A. 12 Mpa
B. 10 Mpa
C. 9 Mpa
D. 14 MPa
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Commercial grades fixed by Government of India based an analysis carried out under
A. As received sample
B. An air dried sample
C. Equilbrated conditions
D. None
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RMR is predominently used for estimation of rock load and design of the support system for . . . . . . . . in underground mines.
A. Shaft sinking
B. Development road ways of coal
C. Splits and slices
D. Goaf edges
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Calculate the safe cover, if the seam extracted by stowing on surface occupied by Kacha buildings assume thickness of seam is 2 m.
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In cross bar support, the side clamps are put in holes of atleast A cm deep. Made in coal pillar side, A is given by
A. 10 cm
B. 20 cm
C. 30 cm
D. 50 cm
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The prop is errected in inclined seams
A. Normal to dip
B. Vertical
C. Against dip
D. Rise
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Square set support made of
A. Steel
B. Sand
C. Timber
D. Hydraulics
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The capsule bolt should not be loaded for the first . . . . . . . . hour.
A. 4 1 hour
B. 6 1 hour
C. 2 1 hour
D. 8 1 hour
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Maximum unsupported span is related to excavation support ratio [ESR] and 'Q' of Barton's classification by the formulae.
A. 3[ESR]Q0.2
B. 2[ESR]Q0.2
C. 3[ESR]Q0.4
D. 2[ESR]Q0.4
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Prop tightened by the lid against roof and floor by driving . . . . . . . . with hammer.
A. Wedse
B. Chock piece
C. Lid
D. Flat base
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40 × 40 m centre to centre size of coal pillar in bord and pillar working, at a depth of 280 m has 4 m wide gallans. What area of roof does a pillar support according to tributary area.
A. 1600
B. 1296
C. 1120
D. 1936
E. 4480
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The fire proof supports are
A. Props
B. Pigsty
C. Duplay mats
D. Bolts
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The safe cover for surface required when caving employed, and on surface multistored building
A. 60 T
B. 9 T
C. 45 T
D. 37.5 T
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Slot and wedge type bolt made of
A. Steel
B. Mild steel
C. Wrought iron
D. Maganese steel
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For a frequency of vibration 3 - 300 cycle/sec the PPV safe for structure is
A. 5.08 cm/s
B. 19.3 cm/s
C. 25.4 cm/s
D. 30.08 cm/s
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