My Cart
Your Cart 0

    Your cart is empty.

  • Total (Amount) ₹0.00
Previous year question hub

Ground Control - Geomechanics and Ground Control - Mining Engineering Previous Year Questions

Practice Ground Control - Geomechanics and Ground Control - Mining Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

16Papers
16Years
28Questions
1Topics

Ground Control question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Ground Control. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 15 53.6%
Easy 12 42.9%
Hard 1 3.6%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 19 67.9%
Numerical Answer Type (NAT) 8 28.6%
MSQ 1 3.6%

Subject weightage

Top subjects by unique question coverage.

Mining Engineering
28 Qs

Most asked topics

Top topics across the included previous year papers.

Geomechanics and Ground Control
28 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Ground Control
28 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Mining Engineering (MN) 2025
2 Qs
Mining Engineering (MN) 2024
2 Qs
Mining Engineering (MN) 2022
3 Qs
Mining Engineering (MN) 2021
1 Qs
Mining Engineering (MN) 2020
1 Qs
Mining Engineering (MN) 2019
1 Qs
Mining Engineering (MN) 2018
3 Qs
Mining Engineering (MN) 2017
1 Qs
Mining Engineering (MN) 2016
3 Qs
Mining Engineering (MN) 2015
2 Qs
Mining Engineering (MN) 2014
1 Qs
Mining Engineering (MN) 2012
1 Qs
Mining Engineering (MN) 2011
1 Qs
Mining Engineering (MN) 2010
2 Qs
Mining Engineering (MN) 2009
1 Qs
Mining Engineering (MN) 2007
3 Qs

Included previous year papers

Newest papers appear first. Sort by year, question coverage or name.

PaperYear / sessionQuestions in this viewOpen
Mining Engineering (MN) 202520252View paper
Mining Engineering (MN) 202420242View paper
Mining Engineering (MN) 202220223View paper
Mining Engineering (MN) 202120211View paper
Mining Engineering (MN) 202020201View paper
Mining Engineering (MN) 201920191View paper
Mining Engineering (MN) 201820183View paper
Mining Engineering (MN) 201720171View paper
Mining Engineering (MN) 201620163View paper
Mining Engineering (MN) 201520152View paper
Mining Engineering (MN) 201420141View paper
Mining Engineering (MN) 201220121View paper
Mining Engineering (MN) 201120111View paper
Mining Engineering (MN) 201020102View paper
Mining Engineering (MN) 200920091View paper
Mining Engineering (MN) 200720073View paper

All Ground Control previous year questions

Practice every matching question in batches of 20, with every available option.

1
2007 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2007
Coal pillar strength is represented by
S = S1hαwβ, where
S1 is insitu strength of the pillar,
h = mining height, and
w = pillar width. Two bord and pillar panels are developed in the similar geological conditions at depths
D1 and
D2 with mining heights
h1 and
h2 respectively. If the gallery width and the pillar width in both the panels remain the same, the ratio of pillar safety factors,
SF1/SF2 is
Open complete paper
2
2007 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2007

The phenomenon of fretting (necking) of pillars in room-and-pillar stoping is common in the pillars formed in

Open complete paper
3
2007 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2007
In an underground opening, the immediate roof strata consists of two rock layers with the following properties:
PropertyLayer-1Layer-2
Modulus of elasticity (GPa)60.040.0
Modulus of rupture (MPa)20.010.0
Unit weight (kN/m3)25.020.0
Thickness (m)5.02.5

Considering a factor of safety of 4.0, the length of safe span in m is
Open complete paper
4
2009 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2009

In a longwall mining subsidence phenomenon, the “angle of break” is the angle between

Open complete paper
5
2010 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2010

In an underground coal mine, a freshly exposed roof can be supported by a temporary support in the form of

Open complete paper
6
2010 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2010

The angle of draw in a trough subsidence helps in determining the

Open complete paper
7
2011 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2011

At equilibrium, the thickness of the roof layer supported by the bolt in m is

Open complete paper
8
2012 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2012

The roof bolt that follows the principle of point anchorage is

Open complete paper
9
2014 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2014

Given S is the setting load and Y is the yield load of a hydraulic prop, the correct relationship is

Open complete paper
10
2015 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2015
Out of the support categories given for an underground coal mine, identify the ‘active support’.
Open complete paper
11
2015 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2015

Massive sandstone in immediate roof delays the local fall in goaf of a coal mine. Under this condition, crushing of the pillars at outbye side is called

Open complete paper
12
2016 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2016

The support system followed along the goaf edge in a depillaring panel is

Open complete paper
13
2016 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2016

Which one of the following ropes CANNOT be an effective cable bolt?

Open complete paper
14
2016 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2016
Curves (a) and (b) represent the stress distributions along the length of a ‘full column grouted bolt’ shown in the figure. Curves (a) and (b) are
Open complete paper
15
2017 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2017
Ground reaction curve (GRC) of a tunnel roof under hydrostatic stress field is given by p_g = 10 − 0.75u, where p_g is the required support pressure in MPa and u is radial displacement in mm. A uniform support is installed at the boundary of the tunnel providing support reaction (SR) as p_s = 1.5u − 3.0, for u ≥ 2 mm. Considering GRC = SR, the support pressure in MPa is __________
Open complete paper
16
2018 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2018

Exposure of weak roof in junctions of a development district in a coal mine can be decreased by

Open complete paper
17
2018 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2018

A coal seam lying at a depth of 200 m is developed by bord and pillar method. Pillars are 30 m centre to centre with a gallery width of 4 m. Unit weight of the overlying strata is 28 kN/m3. If the pillar strength is 9.32 MPa, the factor of safety of pillar is __________.

Open complete paper
18
2018 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2018
The immediate roof of a mine is supported by bolts of length 1.5 m, arranged in 1.2 m x 1.2 m grid pattern. If the unit weight of roof rock is 2.25 tonne/m³ and load carrying capacity of each bolt is 7.5 tonne, the factor of safety of the support system is ______________.
Open complete paper
19
2019 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2019
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/m³. If the pillar strength is 15 MPa, the safety factor of the shaded pillar zone (rounded off to two decimal places) is ______.
Open complete paper
20
2020 · Mining Engineering · Geomechanics and Ground Control · Ground Control
Mining Engineering (MN) 2020
The function values at four points of x are shown in the table. The area under the function, using trapezoidal method, is ______ (round off to 1 decimal place).
Open complete paper

Showing 20 of 28 questions