MCQs
Total Questions : 49
| Page 5 of 5 pages
Answer: Option A. -> 4.5 to 4.518
-NA-
Answer: Option C. -> 23200
-NA-
Question 43. In an experiment to determine specific gravity of a soil sample, the following data is obtained:Mass of empty pycnometer 20.4 gMass of pycnometer with soil sample 51.6 gMass of pycnometer with soil sample filled with water 88.6 gMass of pycnometer filled with water 70.4 gThe specific gravity of the sample is __________
Answer: Option D. -> 2.35 to 2.45
-NA-
Answer: Option B. -> 44.8 to 45.5
-NA-
Question 45. 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 ____________
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 ____________
Answer: Option B. -> 335 to 337
-NA-
Answer: Option B. -> y = Ae-4x + Be-3x
-NA-
Answer: Option B. -> P-3, Q-4, R-2, S-1
-NA-
Question 48. The uniaxial compressive strength of a limestone sample is 80 MPa. The sample is confined at a
pressure of 20 MPa in a triaxial compressive strength test. Based on Hoek-Brown failure criteria
the maximum principal stress at failure in MPa is (consider rock constants as m = 7.88, s = 1.0 and a = 0.5)
pressure of 20 MPa in a triaxial compressive strength test. Based on Hoek-Brown failure criteria
the maximum principal stress at failure in MPa is (consider rock constants as m = 7.88, s = 1.0 and a = 0.5)
Answer: Option D. -> 157.9
-NA-
Answer: Option D. -> P-3, Q-4, R-1, S-2
-NA-