The GATE Grind

GATE Geomechanics and Ground Control: Ground Control – Previous Year Questions

17 GATE previous year questions on Ground Control (Geomechanics and Ground Control, Mining Engineering) with answers and explanations, from every paper.

  1. GATE 2021 MN Q28 (1 mark, Multiple choice) – Which plotted curve represents coal-pillar vertical stress versus extraction ratio R in a horizontal bord-and-pillar panel?
  2. GATE 2021 MN Q40 (2 marks, Multiple choice) – Longwall shields have yield capacity 460 tonnes each, canopy length 3.25 m and width 1.5 m, and setting capacity 80% of yield. Tip-to-face distance…
  3. GATE 2022 MN Q21 (1 mark, Multiple choice) – Which vertical-stress profile shown corresponds to the tributary-area method of pillar design?
  4. GATE 2022 MN Q33 (1 mark, Numerical answer) – A metal-mine drive has roof span 4 m. Using the modified Lauffer chart, find the factor increase in stand-up time when RMR increases from 40 to 60, to…
  5. GATE 2022 MN Q38 (2 marks, Multiple choice) – A three-point borehole extensometer has anchors 1, 2, 3 from deepest to shallowest, as shown. Readings in mm on 2 May 2021 are (34.52, 29.04, 43.11);…
  6. GATE 2022 MN Q49 (2 marks, Numerical answer) – A circular tunnel of radius 3 m is in a hydrostatic field of 15 MPa. Rock E=5 GPa and ν=0.25. Find uniform boundary support pressure in MPa needed to…
  7. GATE 2022 MN Q50 (2 marks, Numerical answer) – A flat bord-and-pillar panel’s extraction ratio increases from 0.15 to 0.25 by widening galleries. Using tributary-area loading, find percentage…
  8. GATE 2023 MN Q32 (1 mark, Numerical answer) – A 150 m wide flat longwall panel reaches critical subsidence at depth 200 m. For the same critical width-to-depth ratio, find the corresponding width…
  9. GATE 2023 MN Q37 (2 marks, Multiple choice) – An 8 m diameter tunnel has rock-mass quality Q = 1.0 and excavation support ratio ESR = 1.0. Using the supplied Grimstad–Barton (1993) chart, choose…
  10. GATE 2023 MN Q48 (2 marks, Numerical answer) – Pillar strength is S p=S 1(0.64+0.54w/h-0.18w2/(lh)), with l≥w. A 30 m square pillar of height 3 m is split by a 5 m roadway into two equal pillars.…
  11. GATE 2023 MN Q62 (2 marks, Numerical answer) – The 20 m high rock slope shown has a 45° face and a potential sliding joint at 30°. Rock unit weight is 20 kN/m³, joint cohesion 30 kPa and friction…
  12. GATE 2024 MN Q39 (2 marks, Multiple choice) – Roof convergence readings(day, mm) are(0, 0), (5, 4.7), (10, 11.3), (16, 19.6), (22, 28.8), (30, 34.8). TARP starts when both the latest interval rate…
  13. GATE 2024 MN Q53 (2 marks, Numerical answer) – A flat coal seam lies 250 m deep with vertical stress gradient 0.027 MPa/m. Square-pillar strength is 12.5 MPa. Find extraction ratio giving safety…
  14. GATE 2025 MN Q39 (2 marks, Multiple choice) – A circular tunnel of radius a=3 m receives t=0.3 m shotcrete after5 mm radial convergence. Shotcrete has σc=20 MPa,Ec=15 GPa,ν=0.25. Its capacity is p…
  15. GATE 2025 MN Q53 (2 marks, Numerical answer) – A square coal pillar has35 m centre-to-centre spacing and5 m galleries. It is split by5 m crosscuts into four equal square stooks. Height is3 m. With…
  16. GATE 2026 MN Q24 (1 mark, Multiple choice) – Which curve is the ideal load–deformation characteristic of a hydraulic prop?
  17. GATE 2026 MN Q49 (2 marks, Numerical answer) – A plug dam seals a3.5×2.5 m gallery. Rock–dam interfacial shear strength is1.0 MPa. Find minimum dam thickness resisting10.0 MPa water pressure, in m…