Complete GATE MN 2019 Paper 1 overview, original pages and practice · Timed previous-paper practice

Questions 58–60 of 65. Imported answers require review unless explicitly marked reviewed.

Paper practice 65 questionsPage 20 of 22

Question 48

Open question
MNNAT2 marksNeeds review
In a bord and pillar panel, 6 square pillars are developed as shown in the figure below. The depth of the seam is 300 m and the average unit weight of overburden rock is 25 kN/m

. If the pillar strength is 15 MPa, the safety factor of the shaded pillar zone (round off to two decimal places) is
Diagram for Mining Engineering question 48


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Question 49

Open question
MNNAT2 marksNeeds review
Water enters a sump having the shape of an inverted frustum at a rate of 500 m

/h. The sump is initially filled up to 2.0 m height. The time taken in days to fill the remaining part of the sump (rounded off to one decimal places) is
Diagram for Mining Engineering question 49


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Question 50

Open question
MNNAT2 marksNeeds review
The uniaxial stress-strain behavior of a rock sample is shown in the figure.
Diagram for Mining Engineering question 50

The elastic modulus E is 20,000 MPa. If

is the plastic strain, the value of the damage parameter D (rounded off to two decimal place) is _____.

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