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The following characteristic curves (P, Q, R, S) pertain to rotary drilling in rock.<br><img src="/images/question-image/mining-engineering/mining-machinery/1682417445-M2-6-7-24.PNG" title="Mining Machinery mcq question image" alt="Mining Machinery mcq question image"><br>Title of the curve<br>I : Torque versus RPM<br>II: Rate of penetration versus uniaxial compressive strength of rock<br>III : Rate of penetration versus weight on bit<br>IV : Specific energy versus weight on bit<br>Match the curves with their titles
A
P-III, Q-IV, R-II, S-I
B
P-II, Q-IV, R-I, S-III
C
P-IV, Q-III. R-II, S-I
D
P-I, Q-III, R-II, S-IV
Correct Answer:
P-IV, Q-III. R-II, S-I
Accept
Reject
Dismiss
Indifference curves relating to supply of labour have a number of properties some of which are mentioned below
1. Indifference curves are downward slopping
2. Indifference curves are upward slopping
3. Higher indifference curves indicate lower levels of utility
4. Higher indifference curves indicate higher levels of utility
5. Indifference curves do not intersect
6. Indifference curves intersect
7. Indifference curves are concave to the origin
8. Indifference curves are convex to the origin
Which among the following properties are not true?
A
1, 2, 3, 4
B
2, 6, 7, 8
C
1, 3, 5, 7
D
2, 3, 6, 7
A two tonne mine car is released from the top of an incline at a height of 3m as shown in the figure. The mine car travels 45m along the inclined track and another 85m along the horizontal track before coming to rest. The specific rolling resistance of the, car in N/tonne is
A
0.226
B
0.326
C
0.526
D
0.126
What is the condition for a tree to be weight balanced. where a is factor and n is a node? >= a*weight and weight >= a*weight. b) weight >= a*weight and weight >= a*weight. c) weight >= a*weight and weight >= a*weight. d) weight is a non zero
A
weight >= a*weight and weight >= a*weight.
B
n.left
C
n.left
D
n.left
The ratio of uniaxial compressive strength to uniaxial tensile strength of a sandstone specimen is 8 : 1. The theoretical, value of angle of internal friction of the specimen in degree is
A
51
B
41
C
32
D
7
Figure shows a two pulley system for hoisting a load of 10 kN. The coefficient of friction between each pulley and the rope is 0.2. The vertical and horizontal distances between the centers of the pulleys are 25m and 16m respectively. The tensions T
1
and T
2
respectively in kN are
A
6.00, 5.38
B
12.37, 11.06
C
18.74, 16.73
D
25.11, 22.41
Shear stress versus shear rate behavior of four different types of fluids (I, II, III and IV) are shown in the figure below.
Which one of the following options is correct?
A
I-Newtonian, II-Bingham plastic, III-Dilatant, IV-Pseudoplastic
B
I-Pseudoplastic, II-Dilatant, III-Newtonian, IV-Bingham plastic
C
I-Newtonian, II-Pseudoplastic, III-Bingham plastic, IV-Dilatant
D
I-Newtonian, II-Bingham plastic, III-Pseudoplastic, IV-Dilatant
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)
A
117.9
B
132.3
C
137.9
D
157.9
Weight of Arun is 4/7 of the weight of Bablu. Weight of Bablu is 1/2 of the weight of Ram. Weight of Ram is 4 times of the weight of Deep. Weight of Deepis 1/9 of the weight of Ankit. Whose weight is more than the weight of Deep but less than the weight of Bablu?
A
Ankit
B
Arun
C
Ram
D
Deep
The dependences of the magnetic susceptibility $$\left( \chi \right)$$ of a material with temperature (T) can be represented by $$\chi \propto \frac{1}{{T - \theta }},$$ where θ is the Curie-Weiss temperature. The plot of magnetic susceptibility versus temperature is sketched in the figure, as curves P, Q and R with curve Q having θ = 0. Which one of the following statements is correct?
A
Curve R represents a paramagnet and Q a ferromagnetic field
B
Curve Q represents a ferromagnet and P an antiferromagnet
C
Curve R represents an antiferromagnet and Q a paramagnet
D
Curve R represents an antiferromagnet and Q a ferromagnet
A simply supported beam with a gradually varying load from zero at ‘B’ and ‘w’ per unit length at ‘A’ is shown in the below figure. The shear force at ‘B’ is equal to
A
$$\frac{{{\text{w}}l}}{6}$$
B
$$\frac{{{\text{w}}l}}{3}$$
C
$${\text{w}}l$$
D
$$\frac{{2{\text{w}}l}}{3}$$