Difficulty distribution
How the classified questions are distributed by difficulty.
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Practice Ground Control - Geomechanics and Ground Control - Mining Engineering previous year questions organised from real papers, with year-wise coverage and clear topic navigation.
Every graph below is calculated only from this selection.
Year-wise coverage for Ground Control. Each bar uses a separate theme-derived color.
How the classified questions are distributed by difficulty.
MCQ, numerical, multiple-select and other formats found in these papers.
Top subjects by unique question coverage.
Top topics across the included previous year papers.
Top subtopics inside this exact selection.
Question coverage for the most populated papers. Every active PYP paper remains listed below.
Newest papers appear first. Sort by year, question coverage or name.
| Paper | Year / session | Questions in this view | Open |
|---|---|---|---|
| Mining Engineering (MN) 2025 | 2025 | 2 | View paper |
| Mining Engineering (MN) 2024 | 2024 | 2 | View paper |
| Mining Engineering (MN) 2022 | 2022 | 3 | View paper |
| Mining Engineering (MN) 2021 | 2021 | 1 | View paper |
| Mining Engineering (MN) 2020 | 2020 | 1 | View paper |
| Mining Engineering (MN) 2019 | 2019 | 1 | View paper |
| Mining Engineering (MN) 2018 | 2018 | 3 | View paper |
| Mining Engineering (MN) 2017 | 2017 | 1 | View paper |
| Mining Engineering (MN) 2016 | 2016 | 3 | View paper |
| Mining Engineering (MN) 2015 | 2015 | 2 | View paper |
| Mining Engineering (MN) 2014 | 2014 | 1 | View paper |
| Mining Engineering (MN) 2012 | 2012 | 1 | View paper |
| Mining Engineering (MN) 2011 | 2011 | 1 | View paper |
| Mining Engineering (MN) 2010 | 2010 | 2 | View paper |
| Mining Engineering (MN) 2009 | 2009 | 1 | View paper |
| Mining Engineering (MN) 2007 | 2007 | 3 | View paper |
Practice every matching question in batches of 20, with every available option.
The phenomenon of fretting (necking) of pillars in room-and-pillar stoping is common in the pillars formed in
| Property | Layer-1 | Layer-2 |
|---|---|---|
| Modulus of elasticity (GPa) | 60.0 | 40.0 |
| Modulus of rupture (MPa) | 20.0 | 10.0 |
| Unit weight (kN/m3) | 25.0 | 20.0 |
| Thickness (m) | 5.0 | 2.5 |
In a longwall mining subsidence phenomenon, the “angle of break” is the angle between
In an underground coal mine, a freshly exposed roof can be supported by a temporary support in the form of
Given S is the setting load and Y is the yield load of a hydraulic prop, the correct relationship is
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
Exposure of weak roof in junctions of a development district in a coal mine can be decreased by
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 __________.


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