250 MCQ Types of Supports & Stowing in Mining
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250 MCQ Types of Supports & Stowing in Mining

Underground mining requires strong and reliable support systems to prevent roof collapse, control sidewall movement and maintain overall stability of the excavation. As the excavation progresses, the surrounding rock becomes vulnerable due to stress redistribution. This is why mine supports and stowing operations form the backbone of underground safety.

What Are Mine Supports?

Mine supports are structural elements installed in underground workings to hold the roof, stabilize the ribs, prevent the fall of loose rock and maintain the shape of the excavation. Based on their purpose, supports are categorized as:

1. Temporary Supports

Used during development work, drivages, and areas where long-term stability is not required.

2. Permanent Supports

Installed in haulage roadways, longwall panels, junctions, and high-stress zones where continuous safety is essential.

Types of Mine Supports

1. Timber Supports

Timber has been traditionally used for centuries because of its availability and flexibility. Props, chocks, bars, and cog supports are common. Timber absorbs shock loads and gives warning before failure, but its strength is limited and it is prone to moisture and decay.

2. Steel Supports

Steel replaced timber in most modern mines. Steel props, arcs (ribs), chocks and friction props provide greater strength and durability. They are fire-resistant and withstand heavy loads, making them suitable for deep, high-stress mines.

3. Powered Roof Supports (PRS)

Longwall mines use hydraulic shields known as Powered Roof Supports. They offer high bearing capacity, fast operation, and excellent safety. PRS systems automatically support the roof immediately after the shearer passes.

4. Rock Bolts & Cable Bolts

These are the most widely used supports today. Roof bolts form a “self-supporting arch” by binding fractured rock layers. Cable bolts provide deeper reinforcement in large stopes.

5. Shotcrete & Concrete

Shotcrete (sprayed concrete) coats the walls and roof to prevent falling of loose rock. It is often used with rock bolts for superior ground control.

6. Packwalls & Goaf Supports

Material-filled packs support the roof in longwall goaf areas and prevent uncontrolled caving.

What Is Stowing?

Stowing is the process of filling the goaf or mined-out void with material to control subsidence, support the roof, and increase extraction. It is essential in both coal and metal mines, especially where the overburden is weak or surface structures exist.

Types of Stowing

  • Hydraulic Stowing: Sand/flyash mixed with water and pumped into voids.
  • Pneumatic Stowing: Dry material blown into stopes using compressed air.
  • Sand Stowing: Traditional and widely used in coal mines.
  • Flyash Stowing: Economical and eco-friendly.
  • Paste Fill: Cemented tailings used in deep metal mines.
  • Dry Stowing: Manual or mechanical filling in small veins.

Why Supports + Stowing Are Essential

Together, they prevent roof falls, control fire risk, reduce air leakage, allow higher extraction ratios, control subsidence, and maintain roadway stability. Modern mines use a combination of support systems and engineered stowing to achieve maximum safety and productivity.

250 MCQ On Types of Supports & Stowing in Mining

1. The primary purpose of a mine support is to:

  1. Increase production speed
  2. Reduce ventilation
  3. Decorate the tunnel
  4. Prevent roof collapse and stabilize openings
Answer: d)
Supports prevent roof fall, stabilize walls, and maintain excavation safety.

2. Which support is traditional, flexible, but prone to decay?

  1. Steel props
  2. Shotcrete
  3. Timber supports
  4. Hydraulic shield
Answer: c)
Timber is widely used but prone to moisture and biological degradation.

3. Which support provides immediate control in longwall mining?

  1. Timber props
  2. Rock bolts
  3. Powered roof supports (hydraulic shields)
  4. Stone packs
Answer: c)
PRS shields give continuous, strong roof support during longwall operations.

4. Rock bolts mainly function to:

  1. Decorate the roof
  2. Bind fractured rock layers to form a stable arch
  3. Provide ventilation channels
  4. Replace shotcrete
Answer: b)
Bolts create a self-supporting rock arch by anchoring layers together.

5. Which material is commonly used in hydraulic stowing?

  1. Timber
  2. Steel scrap
  3. Sand slurry
  4. Wood chips
Answer: c)
Hydraulic stowing mixes sand with water to form slurry that flows into voids.

6. Pneumatic stowing uses:

  1. Water flushing
  2. Compressed air to blow dry material
  3. Chemical setting
  4. Manual loading only
Answer: b)
Compressed air propels dry fill material into stopes for dense packing.

7. Which support is most suitable for temporary development headings?

  1. Concrete lining
  2. Timber props
  3. Paste fill
  4. Hydraulic shields
Answer: b)
Timber props are ideal for short-term, flexible use during drivage.

8. Cable bolts are used when:

  1. Small spans only
  2. Large spans or deep anchorage is required
  3. Ventilation must increase
  4. Roof painting is required
Answer: b)
Cable bolts provide deep reinforcement for wide spans.

9. Shotcrete is used to:

  1. Replace all rock bolts
  2. Control surface rock scaling
  3. Increase airflow
  4. Decorate the walls
Answer: b)
Shotcrete seals loose rock and prevents spalling.

10. Which stowing method creates the highest strength fill?

  1. Hydraulic sand fill
  2. Dry fill
  3. Cemented paste fill
  4. Pneumatic fill
Answer: c)
Paste fill uses cement binder, providing very high compressive strength.

11. Packwalls are generally built from:

  1. Shotcrete only
  2. Stone, sand, or waste fill
  3. Airbags
  4. Powdered material only
Answer: b)
Packwalls fill goaf edges and prevent caving into roadways.

12. Main advantage of hydraulic stowing:

  1. Requires no water
  2. Fills irregular voids effectively
  3. No maintenance
  4. Increases air leakage
Answer: b)
Slurry flows into complex void shapes better than dry fill.

13. Yielding props are designed to:

  1. Fail suddenly
  2. Absorb load by controlled deformation
  3. Increase ventilation
  4. Decorate roof
Answer: b)
They safely deform under load, preventing brittle collapse.

14. Steel arches are commonly used in:

  1. Very soft ground tunnels
  2. Only surface roads
  3. Ventilation fans
  4. Explosive storage
Answer: a)
Steel ribs support tunnel roofs in soft rock conditions.

15. Flyash stowing is beneficial because:

  1. It is expensive
  2. It utilizes industrial waste material
  3. It dissolves easily
  4. It increases gas emission
Answer: b)
Flyash is cheap and reduces environmental waste disposal issues.

16. Major drawback of pneumatic stowing:

  1. No dust
  2. High dust and compressor cost
  3. Needs water
  4. Very slow
Answer: b)
Compressed air creates dust; compressors increase cost.

17. Rock bolts + shotcrete form a:

  1. Decorative finish
  2. Composite support system
  3. Ventilation path
  4. Weak structure
Answer: b)
Combining bolts and shotcrete provides superior stability.

18. Waste rock backfill is common in:

  1. Small coal mines
  2. Underground metal mines
  3. Surface quarries
  4. Water dams
Answer: b)
Metal mines generate huge waste rock which is reused as backfill.

19. Which method uses cement + tailings as support?

  1. Sand fill
  2. Paste fill
  3. Pneumatic fill
  4. Dry stowing
Answer: b)
Paste fill creates artificial pillars with high strength.

20. Which support deforms safely under load?

  1. Rigid concrete
  2. Yielding/friction props
  3. Loose sand
  4. No support
Answer: b)
Friction props absorb energy through controlled deformation.

21. Best property combination for stowing material:

  1. Strong smell
  2. Good strength, availability & flowability
  3. High organic content
  4. No cohesion
Answer: b)
Stowing needs flow + strength + availability.

22. Paste fill is preferred because it:

  1. Is weak
  2. Provides high strength & supports deep stopes
  3. Never hardens
  4. Needs no binder
Answer: b)
Cemented paste fill becomes strong enough to act like artificial pillars.

23. Temporary supports are NOT used for:

  1. Development protection
  2. Short-term stability
  3. Permanent haulage roadways
  4. Safe excavation
Answer: c)
Permanent roadways need steel, concrete or engineered supports.

24. Which stowing method consumes maximum water?

  1. Pneumatic
  2. Hydraulic (slurry)
  3. Dry fill
  4. Paste fill
Answer: b)
Hydraulic stowing relies on large volumes of slurry.

25. Rock bolts + shotcrete combination gives:

  1. Decoration
  2. Composite reinforcement
  3. More airflow
  4. Less strength
Answer: b)
Composite systems give better structural stability.

26. Packwall is used to:

  1. Block water
  2. Protect roadway & control goaf caving
  3. Store materials
  4. Support fans
Answer: b)
Packwalls prevent roof from collapsing into roadways.

27. Key monitoring after stowing:

  1. Colour check
  2. Settlement & pressure monitoring
  3. Lighting check
  4. No monitoring
Answer: b)
Settlement monitoring ensures fill behaves as designed.

28. Which combination controls rock burst risk?

  1. Timber only
  2. Cable bolts + yielding supports
  3. No support
  4. Colour markings
Answer: b)
Cable bolts stabilize deeper rock; yielding supports absorb energy.

29. Best stowing where water contamination must be minimized:

  1. Wet dumping
  2. Paste fill
  3. Loose waste fill
  4. Clay fill
Answer: b)
Paste fill contains minimal free water and is environmentally controlled.

30. Light timber is NOT suitable for:

  1. Shallow headings
  2. Deep high-stress mines
  3. Short-term work
  4. Temporary junctions
Answer: b)
Deep mines require strong engineered steel or bolting systems.

31. Common issue with hydraulic pipelines:

  1. Never block
  2. Choking and abrasion
  3. No wear
  4. Make roof stronger
Answer: b)
Slurry pipelines face abrasion and choke if not maintained.

32. Most adjustable support type:

  1. Concrete lining
  2. Hydraulic props
  3. Stone packs
  4. Timber slabs
Answer: b)
Hydraulic props can be set and adjusted quickly.

33. Best circular economy practice:

  1. Dumping waste rock
  2. Backfilling stopes with waste or tailings
  3. Leaving voids
  4. Exporting waste abroad
Answer: b)
Reusing waste reduces surface dumps and supports ground.

34. Environmental concern with hydraulic fill:

  1. No water required
  2. Water consumption + contamination
  3. No slurry
  4. Cooling required
Answer: b)
Hydraulic fill requires water and produces return water needing treatment.

35. Precast concrete units provide:

  1. No benefit
  2. Fast, uniform load-bearing support
  3. Low safety
  4. Decoration only
Answer: b)
Precast units are engineered for consistent strength.

36. Paste fill is superior because:

  1. Lower strength
  2. High strength + low permeability
  3. Needs no mixing
  4. Is cheaper always
Answer: b)
Paste fill supports stopes with engineered high strength.

37. Bolt spacing depends on:

  1. Colour of bolt
  2. Rock mass quality
  3. Shift timing
  4. Miner age
Answer: b)
Bolt spacing is designed from rock classification systems.

38. Backfilling reduces:

  1. Stability
  2. Surface dumps
  3. Ventilation
  4. Production
Answer: b)
Backfill reduces need for large waste dumps.

39. Goaf refers to:

  1. Loaded coal
  2. Caved void behind face
  3. Fresh pillar
  4. Explosive container
Answer: b)
Goaf is the collapsed area left after extraction.

40. Importance of compaction in stowing:

  1. Makes fill weaker
  2. Reduces voids and increases stability
  3. Only cosmetic
  4. Makes fill heavier unnecessarily
Answer: b)
Compaction improves fill contact and reduces settlement.

41. Higher extraction ratio achieved using:

  1. No support
  2. Paste fill + reinforcement
  3. Loose sand
  4. Open voids
Answer: b)
CPF allows safe recovery of more ore by supporting stopes.

42. DGMS focuses on which stowing factor?

  1. Pipe colour
  2. Safety, water handling & environmental systems
  3. Worker uniforms
  4. No monitoring
Answer: b)
DGMS ensures safe stowing, water management & environmental protection.

43. Strongest fill type:

  1. Loose sand
  2. Cemented paste fill
  3. Pneumatic fill
  4. Dry waste fill
Answer: b)
CPF attains very high compressive strength after curing.

44. Seismic areas require:

  1. Rigid supports only
  2. Yieldable supports + dynamic analysis
  3. No supports
  4. Extra ventilation
Answer: b)
Supports must absorb dynamic loads in seismic zones.

45. Mesh is used to:

  1. Hold small loose fragments
  2. Replace bolts
  3. Improve airflow
  4. Decorate
Answer: a)
Mesh anchors surface rock and prevents small fallouts.

46. Stowing required when:

  1. No structures on surface
  2. Subsidence threat exists
  3. Ventilation is high
  4. Coal is soft
Answer: b)
Stowing prevents dangerous surface subsidence.

47. Rock bolts + cable bolts provide:

  1. Deep + shallow reinforcement
  2. No benefit
  3. Decorative look
  4. Ventilation
Answer: a)
Combining both gives layered support coverage.

48. Paste fill challenge:

  1. No quality control
  2. Mix consistency must be monitored
  3. No curing
  4. Uses no equipment
Answer: b)
Proper binder & water ratio is essential in CPF.

49. Chock shields are used to:

  1. Decorate walls
  2. Support roof in longwall face
  3. Store tools
  4. Block water
Answer: b)
PRS shields protect workers and machinery on longwall faces.

50. Stowing sequence planning ensures:

  1. No need for supervision
  2. Proper drainage + filling order
  3. Faster blasting
  4. No mixing
Answer: b)
Sequence planning avoids piping, flooding and uneven compaction.

51. Which element resists shear and binds the rock mass?

  1. Shotcrete only
  2. Rock bolts and cable bolts
  3. Empty voids
  4. Loose sand
Answer: b)
Bolts provide shear resistance by tying discontinuities and creating a stronger rock mass.

52. What limits the use of timber supports?

  1. Availability only
  2. Limited strength, durability and maintenance needs
  3. They are fireproof
  4. They always outperform steel
Answer: b)
Timber degrades, is bulky and has limited load capacity compared with modern steel or bolting systems.

53. Which stowing method is preferred where water management is constrained?

  1. Hydraulic slurry fill
  2. Cemented paste fill (low free water)
  3. Uncontrolled wet dumping
  4. Open-air stockpiling
Answer: b)
Paste fill has minimal free water and is easier to contain and manage environmentally.

54. Principal aim of support design is to:

  1. Minimize the number of supports only
  2. Ensure stability, worker safety and equipment access
  3. Increase costs
  4. Restrict production
Answer: b)
Design focuses on safe, stable openings under expected loads while allowing operations to continue.

55. Which stowing approach reduces spontaneous combustion risk in coal goaf?

  1. Leaving goaf open to ventilation
  2. Stowing to limit oxygen ingress (hydraulic or pneumatic)
  3. Using only timber
  4. Introducing extra air
Answer: b)
Filling reduces oxygen availability, limiting oxidation and spontaneous heating of coal residues.

56. A ‘stope’ is:

  1. A ventilation fan
  2. The void left after ore extraction
  3. A type of support
  4. A surface pond
Answer: b)
Stopes are excavated spaces produced by stoping methods to extract ore underground.

57. Advantage of pre-cast concrete segments is:

  1. No design needed
  2. Rapid installation and uniform quality
  3. Always cheaper
  4. Increase convergence
Answer: b)
Pre-cast elements are engineered for load, enable quick erection and offer predictable performance.

58. In narrow vein mining, common fill method is:

  1. Hydraulic plant always
  2. Dry rock or waste backfill and local packs
  3. Leave large unsupported voids
  4. Huge timber beams only
Answer: b)
Dry backfill and packs are practical where paste/pipelines are impractical for narrow workings.

59. Settling tank function in hydraulic stowing is to:

  1. Accelerate transport
  2. Separate solids and recycle water
  3. Store explosives
  4. Increase sediment movement
Answer: b)
Settling tanks deposit solids so the clear water can be reused, reducing fresh water demand.

60. Which is NOT desired in stowing sand?

  1. Clean low clay content
  2. Good grain size distribution
  3. High organic content
  4. Good flowability
Answer: c)
Organic or clay-rich sand impairs flow and strength; clean, graded sand is preferred.

61. Immediate check after installing permanent supports should include:

  1. Colour check
  2. Load testing and seating verification
  3. No inspection
  4. Only photos
Answer: b)
Ensuring supports are correctly seated and can bear the design loads is essential for safety.

62. Best practice for waste rock backfill is to:

  1. Use ungraded blocks only
  2. Crush, grade and control placement for compaction
  3. Dump randomly
  4. Ignore environmental controls
Answer: b)
Processing and controlled placement enhance fill performance and limit voids.

63. Quick temporary support in limited resources is:

  1. Hydraulic shield
  2. Timber cribbing and props
  3. Paste plant
  4. Cable bolts only
Answer: b)
Timber cribbing is often used during emergencies or where resources are constrained.

64. Instruments to detect piping or void migration include:

  1. Visual only
  2. Settlement gauges, piezometers and observation wells
  3. Only worker reports
  4. None
Answer: b)
Instrumentation shows pressure changes and movements early, allowing intervention.

65. Strength testing for cured paste fill is done by:

  1. Slump test only
  2. Compressive strength tests (cube/cylinder)
  3. Colour test
  4. Smell test
Answer: b)
Compressive tests confirm the fill meets design strength to support loads.

66. Indicator of poor support performance includes:

  1. Controlled small convergence
  2. Progressive roof falls or bolt failures
  3. No monitoring
  4. Improved haulage rates
Answer: b)
Unplanned large movements or failures indicate inadequate support and need immediate action.

67. Emergency roof support usually involves:

  1. Waiting for failure
  2. Immediate temporary props, cribbing or hydraulic packs
  3. Decorative work
  4. Evacuating permanently
Answer: b)
Remedial supports stabilize the area quickly until a permanent fix is applied.

68. Choice between pneumatic and hydraulic stowing depends on:

  1. Operator preference only
  2. Water availability, stope geometry and material type
  3. Colour of material
  4. None
Answer: b)
Hydraulic needs water and pipelines; pneumatic suits dry, steep stopes but requires compressors.

69. When a misfire is found in a stowed area you should:

  1. Ignore it
  2. Follow misfire protocol: isolate, wait and have competent blaster handle
  3. Handle manually without protocol
  4. Evacuate and abandon site forever
Answer: b)
Misfires require controlled procedures for safety and to prevent accidental initiation.

70. Grout curtains in stowing schemes are used to:

  1. Decorate goaf
  2. Reduce permeability and protect groundwater
  3. Increase water flow
  4. Remove need for monitoring
Answer: b)
Grout curtains form barriers to control seepage and isolate contaminated zones.

71. Why is pilot testing recommended before full-scale stowing?

  1. Pilot testing is unnecessary
  2. To validate material behaviour, pipeline design and settlement predictions
  3. Only to train staff
  4. To increase costs
Answer: b)
Trials reveal practical issues and confirm design assumptions before full implementation.

72. To reduce worker exposure during stowing, use:

  1. Unrestricted access
  2. Mechanized rigs and remote controls with exclusion zones
  3. No PPE
  4. Manual handling only
Answer: b)
Mechanization and remote systems reduce exposure to dust, pinch points and collapse risk.

73. Concern when using flyash is:

  1. High organic matter
  2. Fine particles, dust and potential leachate
  3. Excessive strength
  4. No environmental issues
Answer: b)
Flyash requires dust control and monitoring for leachate and chemical interactions.

74. Key control for paste fill plants is:

  1. Operator hair colour
  2. Solids concentration, water content and binder dosage
  3. Colour of tailings
  4. No controls
Answer: b)
Consistent mix ensures pumpability and final strength of paste fills.

75. Typical support for temporary haulage heading is:

  1. Mass concrete only
  2. Timber or steel props until permanent lining
  3. No support
  4. Decorative panels
Answer: b)
Temporary props protect during development until permanent supports are fitted.

76. Pipeline integrity checks include:

  1. Only visual checks
  2. Pressure testing, inspection for wear and scheduled maintenance
  3. Colour test
  4. No checks
Answer: b)
Regular testing prevents leaks, blockages and environmental incidents.

77. To prevent local slab failure use:

  1. Surface painting
  2. Rock bolts with mesh and shotcrete
  3. Loose gravel
  4. No action
Answer: b)
Anchoring slabs and holding them with mesh and shotcrete prevents small falls of ground.

78. Daily stowing records should include:

  1. Only production hours
  2. Volumes placed, water usage, pipeline issues and inspections
  3. Nothing
  4. Only crew names
Answer: b)
Detailed logs ensure traceability, performance monitoring and regulatory compliance.

79. To stabilise a deteriorating roadway retrofit with:

  1. Timber only
  2. Rock bolts, shotcrete and steel arches
  3. No action
  4. Decorative panels
Answer: b)
Applying bolts, shotcrete or steel restores stability and extends life of the roadway.

80. Poor compaction in fill leads to:

  1. Enhanced strength
  2. Future settlement and instability
  3. Immediate hardening
  4. No effect
Answer: b)
Voids cause delayed settlement and possible roof fall or surface subsidence.

81. For environmental compliance select stowing materials that are:

  1. Only cheap
  2. Chemically inert and free of toxic constituents
  3. No testing required
  4. Only imported
Answer: b)
Materials must not leach contaminants; testing and containment are often required.

82. Mechanised bolting rigs provide:

  1. Only manual benefits
  2. Faster, safer installation and higher productivity
  3. No benefit
  4. Only for timber
Answer: b)
Mechanisation reduces exposure and improves installation quality.

83. To improve stowing safety use:

  1. Allow public entry
  2. Clear exclusion zones, monitoring and remote operation
  3. No PPE
  4. Ignore pipeline warnings
Answer: b)
Access control and monitoring reduce accident risk during filling operations.

84. Rock bolting pattern depends mainly on:

  1. Bolt colour
  2. Rock mass classification and discontinuities
  3. Miner age
  4. Brand of bolt
Answer: b)
Geological mapping determines spacing and layout to control expected failure modes.

85. Essential maintenance for long-term supports includes:

  1. No maintenance
  2. Regular inspection, corrosion control and load monitoring
  3. Replace only after collapse
  4. Only repainting
Answer: b)
Inspections and monitoring detect deterioration early to allow remedial action.

86. To prevent gas migration from goaf, choose:

  1. Loose dumping
  2. Controlled compaction or cemented fills
  3. No filling
  4. Random large rocks
Answer: b)
Dense or cemented fills minimize voids and pathways for gas movement.

87. Modular steel arches provide:

  1. Slow erection
  2. Rapid installation, reusability and predictable capacity
  3. Always cheaper
  4. No design required
Answer: b)
Modular arches speed up construction and can be moved as headings progress.

88. Sign of good fill performance is:

  1. Rapid uncontrolled settlement
  2. Limited predictable settlement within design
  3. Progressive void formation
  4. Excessive piping
Answer: b)
Controlled consolidation indicates the fill is behaving as designed and providing support.

89. Pipeline wear is mainly influenced by:

  1. Pipe colour
  2. Abrasion from coarse particles and flow velocity
  3. Type of lighting
  4. None
Answer: b)
High velocities and coarse particles erode pipe walls; material selection and velocity control help.

90. Junctions of haulages typically require:

  1. Light timber only
  2. Robust permanent supports like steel arches or lining
  3. No support
  4. Decorative elements
Answer: b)
Higher traffic and stress at junctions need durable, permanent supports to ensure safety and access.

91. Drainage management in hydraulic stowing aims to:

  1. Increase slurry density
  2. Recover water for reuse and prevent uncontrolled discharge
  3. Scatter fines
  4. Not important
Answer: b)
Recovering water reduces fresh water demand and controls environmental discharge risks.

92. Temporary control at stoping faces commonly uses:

  1. Hydraulic shields always
  2. Bolting combined with mesh and local props
  3. No support
  4. Decorative panels
Answer: b)
Bolts and mesh stabilise the face during excavation until permanent systems are applied.

93. Instruments to measure support load include:

  1. Colour gauges
  2. Load cells, pressure gauges and extensometers
  3. Only visual checks
  4. No instrumentation
Answer: b)
Load monitoring verifies distribution and detects unexpected increases indicating instability.

94. Critical control for tailings used as fill is:

  1. No controls
  2. Prevent leachate and dust via containment and treatment
  3. Allow runoff uncontrolled
  4. Discharge to public areas
Answer: b)
Tailings can contain contaminants; containment, treatment and monitoring are essential for environmental safety.

95. Ensuring quality of rock bolts is done by:

  1. Leaving them untouched
  2. Torque testing or pull tests and inspections
  3. Colour inspection only
  4. No checks
Answer: b)
Testing ensures bolts are properly anchored and can transfer intended loads.

96. Renovating a deformed decline usually requires:

  1. Ignore deformation
  2. Re-lining with steel arches, shotcrete and bolting
  3. Timber only
  4. Painting walls
Answer: b)
Comprehensive re-support restores stability for safe vehicle and personnel access.

97. Role of ventilation during stowing is to:

  1. Increase airflow into goaf only
  2. Control dust and gases so air quality remains safe
  3. Cool the fill only
  4. Not necessary
Answer: b)
Ventilation management prevents worker exposure to hazardous dust and gases generated during filling.

98. Major cost drivers for stowing systems are:

  1. Pipe colour and signage
  2. Distance from source, processing, water treatment and plant costs
  3. Only labour
  4. No costs
Answer: b)
Logistics, plant, water handling and quality control significantly influence economics.

99. Support redundancy means:

  1. No redundancy needed
  2. Multiple overlapping systems so failure of one won’t cause collapse
  3. Single timber everywhere
  4. Removing supports when needed
Answer: b)
Redundancy improves safety by providing backup load paths if an element fails.

100. Final checks after stowing completion should include:

  1. Only celebrations
  2. Inspection of compaction, drainage, instrumentation and compliance
  3. Destroy records
  4. No checks
Answer: b)
Formal verification ensures the fill meets performance expectations and regulatory requirements.

101. The main purpose of backfilling in underground mines is to:

  1. Increase ventilation
  2. Provide support and allow higher ore recovery
  3. Decorate the mine
  4. Store chemicals
Answer: b)
Backfilling supports voids, stabilizes rock, and enables extraction of adjacent stopes.

102. Which support is widely used in metal mines for long-term stability?

  1. Timber props
  2. Steel arches
  3. Loose waste rock
  4. Gypsum panels
Answer: b)
Steel arches provide reliable long-term support in permanent roadways.

103. The stability of paste fill depends heavily on:

  1. Colour of tailings
  2. Cement content and curing time
  3. Ventilation speed
  4. Shotcrete thickness
Answer: b)
Binder percentage and curing control the final compressive strength of paste fill.

104. The major advantage of cable bolting over shorter rock bolts is:

  1. It is weaker
  2. Provides deeper anchorage and stabilizes large spans
  3. Cheaper always
  4. No installation required
Answer: b)
Cable bolts provide deep support essential for large or deep stopes.

105. Which stowing method avoids water completely?

  1. Hydraulic fill
  2. Pneumatic fill
  3. Slurry fill
  4. Paste fill
Answer: b)
Pneumatic fill uses compressed air to blow dry fill material.

106. In high-stress mines, yielding supports are preferred because they:

  1. Crack easily
  2. Absorb energy and deform safely
  3. Require no installation
  4. Are decorative
Answer: b)
Yielding systems can handle dynamic loading safely.

107. Hydraulic stowing pipelines often fail due to:

  1. No slurry flow
  2. Abrasion and choking
  3. Too much cement
  4. Low temperature
Answer: b)
Sand slurry erodes pipes internally and forms blockages.

108. Steel supports are preferred in fire-prone zones because:

  1. They burn slowly
  2. They are fire resistant
  3. They rot slowly
  4. They are cheaper than timber
Answer: b)
Steel does not burn or emit gases under fire conditions.

109. In longwall mining, powered roof supports:

  1. Are manual supports
  2. Automatically advance with the shearer
  3. Are only decorative
  4. Support pillars instead of roof
Answer: b)
PRS moves in sync with extraction, providing continuous roof support.

110. Which stowing method has highest density of compaction?

  1. Pneumatic stowing
  2. Loose waste rock
  3. Timber packs
  4. Clay stowing
Answer: a)
Compressed air compacts material more densely than hydraulic fill.

111. Shotcrete is usually applied in thickness of:

  1. 1–5 mm
  2. 50–70 mm
  3. 300–400 mm
  4. 700–800 mm
Answer: b)
Shotcrete thickness typically ranges 50–75 mm depending on requirement.

112. Which is MOST important in selecting rock bolt length?

  1. Colour of bolt
  2. Rock mass thickness and anchored depth
  3. Temperature
  4. Brand name
Answer: b)
Bolts must penetrate into competent rock to create stable reinforcement.

113. Paste fill reduces surface dumps by:

  1. Increasing waste
  2. Recycling mill tailings underground
  3. Dumping tailings into rivers
  4. Storing tailings in boxes
Answer: b)
Paste plants convert tailings into engineered underground fill.

114. Timber supports fail mainly because of:

  1. Excess strength
  2. Decay, rot and insect attack
  3. High temperature resistance
  4. Over-polishing
Answer: b)
Biological degradation weakens timber drastically underground.

115. Cemented paste fill strength develops:

  1. Immediately
  2. Gradually over curing period
  3. Never
  4. Only after blasting
Answer: b)
Cement needs curing time (7–28 days) to reach full strength.

116. Which support is MOST effective for preventing local roof slabbing?

  1. Loose sand
  2. Rock bolts + mesh
  3. Uncompacted waste
  4. Airbags
Answer: b)
Mesh and bolts keep surface slabs from detaching.

117. Stowing improves ventilation by:

  1. Increasing goaf leakage
  2. Reducing leakage paths and controlling air flow
  3. Removing all air
  4. Cooling fill
Answer: b)
Filling voids reduces unwanted leakage and stabilizes airflow distribution.

118. Waste rock fill stability depends mainly on:

  1. Rock colour
  2. Proper gradation and compaction
  3. Height of miner
  4. Dust amount only
Answer: b)
Graded material compacts well and minimizes settlement.

119. Which one is a key safety requirement during hydraulic stowing?

  1. No monitoring
  2. Keeping personnel away from pipeline during pumping
  3. Adding extra explosives
  4. Overfilling the stope
Answer: b)
High-pressure pipelines can burst; exclusion zones are mandatory.

120. Timber chocks are preferred when:

  1. High load capacity is required
  2. Temporary local support is needed cheaply
  3. Deep mines
  4. Strong seismic activity
Answer: b)
Timber chocks are economical and effective for short-term needs.

121. Rock bolt failure commonly occurs due to:

  1. Temperature only
  2. Poor anchorage or excessive stress
  3. Colour mismatch
  4. Age of miner installing it
Answer: b)
Weak anchorage or overloading causes bolt pull-out or shear failure.

122. Paste fill plants require:

  1. No quality control
  2. Strict control of solids, binder and water ratio
  3. Only random mixing
  4. No instrumentation
Answer: b)
Consistency of paste controls pumpability and final strength.

123. Underground void collapse risk increases if fill:

  1. Is fully compacted
  2. Contains large voids or poor bonding
  3. Is cemented properly
  4. Is monitored
Answer: b)
Uncompacted fill leaves gaps leading to settlement and collapse.

124. Which support system is MOST commonly used in development tunnels?

  1. Concrete arch lining
  2. Rock bolts + mesh
  3. No support
  4. Hydraulic shields
Answer: b)
Bolts and mesh are fast to install and effective for temporary-to-permanent support.

125. Which condition requires very high-strength fill?

  1. Shallow mine
  2. Adjacent stope extraction
  3. Ventilation change
  4. Colour change in rock
Answer: b)
High-strength artificial pillars (CPF) are required when mining near filled stopes.

126. In hydraulic stowing, free water must be controlled to:

  1. Increase slurry speed
  2. Prevent piping and erosion
  3. Decorate walls
  4. Increase dust
Answer: b)
Excess water flow can wash material out and destabilize fill.

127. Which fill type provides least strength?

  1. Cemented paste fill
  2. Pneumatic stowing
  3. Loose sand fill
  4. Waste rock fill
Answer: c)
Loose dry sand has minimal bonding and lowest compressive strength.

128. Major advantage of hydraulic stowing over dry fill:

  1. Cheaper always
  2. Better flow into irregular voids
  3. No pipelines needed
  4. Requires no supervision
Answer: b)
Slurry fills complex void geometry far better than dry fill.

129. Which is used as PRIMARY permanent support in haulage roadways?

  1. Loose waste piles
  2. Steel arches or concrete lining
  3. Timber posts
  4. Sandbags
Answer: b)
Long-term roadways require permanent, engineered support systems.

130. Which method reduces subsidence to the MINIMUM?

  1. Leaving void open
  2. Hydraulic or paste stowing
  3. Only timber props
  4. Open stoping with no fill
Answer: b)
Filling voids prevents downward movement of overburden.

131. Cable bolts are especially effective in:

  1. Soft topsoil
  2. Large spans and highly stressed rock
  3. Shallow quarries
  4. Ventilation doors
Answer: b)
Cable bolts provide deep anchorage needed for large openings.

132. Stowing reduces fire risk in coal mines by:

  1. Adding more oxygen
  2. Cutting oxygen supply in goaf
  3. Adding methane
  4. Increasing ventilation leakage
Answer: b)
Filling voids reduces airflow and inhibits oxidation of coal remnants.

133. Which fill type can act as artificial pillars?

  1. Loose sand
  2. Cemented paste fill
  3. Dry waste fill
  4. Air voids
Answer: b)
CPF develops high strength to support adjacent workings.

134. Rock bolts primarily provide:

  1. Surface decoration
  2. Reinforcement through anchorage
  3. Support for conveyors
  4. Water drainage
Answer: b)
Anchoring rock layers prevents separation and slab failure.

135. Critical environmental risk in hydraulic stowing is:

  1. No water used
  2. Return water contamination
  3. Over-strength fill
  4. Excessive cement
Answer: b)
Return water carries fines that must be treated before discharge.

136. For seismic mines, support must be:

  1. Rigid
  2. Energy-absorbing
  3. Non-deformable
  4. Colour-coded
Answer: b)
Yielding supports dissipate seismic energy and prevent sudden collapse.

137. Which process produces the most uniform fill?

  1. Random dumping
  2. Paste fill delivery
  3. Loose sand tipping
  4. Hand filling
Answer: b)
Paste is pumped and placed uniformly, eliminating large voids.

138. Rock bolts fail mainly due to:

  1. Rust only
  2. Overloading or poor anchorage
  3. Colouring
  4. Ventilation
Answer: b)
Under high stress, bolts shear or pull out if not properly anchored.

139. Stowing prevents pillar overloading by:

  1. Increasing void area
  2. Redistributing the load onto the fill
  3. Increasing blast energy
  4. Adding more voids
Answer: b)
Fill bears part of the load, reducing stress concentration on pillars.

140. Waste rock fill is MOST effective when:

  1. Dumped loose
  2. Compacted in layers
  3. Used as decorative material
  4. Mixed with timber
Answer: b)
Layer-by-layer compaction increases stability and strength.

141. In longwall mines, goaf compaction helps in:

  1. Increasing methane
  2. Controlling roof movement
  3. Reducing support requirement
  4. No advantage
Answer: b)
Proper compaction controls caving and reduces stress on supports.

142. Timber cog supports are commonly used in:

  1. Temporary soft ground support
  2. Permanent roadways
  3. Longwall face
  4. Ventilation shafts
Answer: a)
Cog supports are quick to install and suitable for short-term stability.

143. Fill stability improves when fines content is:

  1. Very high
  2. Optimized for bonding
  3. Removed entirely
  4. Unknown
Answer: b)
Optimal fines fill voids between coarse particles improving packing.

144. Paste fill pumpability depends on:

  1. Temperature only
  2. Solids concentration and viscosity
  3. Rock colour
  4. Bolting pattern
Answer: b)
Excess solids make pumping difficult while low solids reduce strength.

145. For weak rock mass, support spacing should be:

  1. Very wide
  2. Closer than usual
  3. No supports
  4. Random
Answer: b)
Closer spacing distributes load evenly and controls deformation.

146. Dry stowing is mainly used in:

  1. Large longwall faces
  2. Narrow vein mines
  3. Surface quarries
  4. Deep stopes
Answer: b)
Manual/mechanical dry fill is convenient for narrow stopes.

147. Yielding steel props are used when:

  1. Roof must remain rigid
  2. Convergence is expected
  3. No load is present
  4. Ventilation is high
Answer: b)
They deform safely under load, absorbing convergence energy.

148. Flyash stowing reduces:

  1. Environmental sustainability
  2. Waste disposal problem
  3. Fill density
  4. Fill pumpability
Answer: b)
Flyash is a waste product; using it for fill reduces surface disposal burden.

149. Weak bedding planes require:

  1. No reinforcement
  2. Longer bolts and closer spacing
  3. Only ventilation improvements
  4. Colour marking
Answer: b)
Weak discontinuities need deeper anchoring and dense support patterns.

150. Stowing in coal mines mainly prevents:

  1. Water seepage
  2. Air leakage & subsidence
  3. Fire extinguishing
  4. Ventilation stoppings
Answer: b)
Stowing reduces air leakage into goaf and prevents surface subsidence.

151. Which monitoring device is used to measure displacement in rock?

  1. Piezometer
  2. Extensometer
  3. Pressure gauge
  4. Colourimeter
Answer: b)
Extensometers measure relative movement or convergence between points in the rock mass.

152. What is the primary purpose of a grout curtain near a fill?

  1. Create decorative barrier
  2. Reduce permeability and protect groundwater
  3. Increase fill porosity
  4. Speed up pumping
Answer: b)
Grout curtains are used to limit seepage paths and protect aquifers from contamination.

153. Which is a key sign of pipeline abrasion in slurry lines?

  1. Reduced flow capacity and wall thinning
  2. Colour change in slurry
  3. Increased smell
  4. Immediate blockage only
Answer: a)
Abrasion gradually thins pipe walls reducing capacity and risking leaks before total blockage.

154. Which protective measure reduces dust during dry/pneumatic stowing?

  1. Open tipping in confined spaces
  2. Local extraction, enclosures and water sprays at source
  3. No controls
  4. Increasing air pressure only
Answer: b)
Dust control via extraction and suppression protects workers and environment.

155. What is the usual test to check grout strength?

  1. Slump test only
  2. Compressive strength of samples after curing
  3. Colour comparison
  4. No tests
Answer: b)
Compressive testing verifies grout reaches design strength and permeability reduction targets.

156. Which structural element transfers roof load to the ground in longwall faces?

  1. Conveyor belts
  2. Powered roof supports (chocks)
  3. Shotcrete only
  4. Ventilation ducts
Answer: b)
Chocks carry the roof load and protect machinery and miners at the face.

157. Which is the best tracer to check slurry movement in pipelines?

  1. Food colouring
  2. Acoustic or pressure transients and flow meters
  3. Visual observation only
  4. Smell
Answer: b)
Flow meters and pressure signals provide objective data on pipeline movement and blockages.

158. What is an advantage of engineered fill over random waste fill?

  1. Lower strength
  2. Predictable mechanical properties and performance
  3. Higher environmental risk
  4. No compaction needed
Answer: b)
Engineered fills are processed and controlled to meet design specifications for strength and stability.

159. Which practice best reduces contamination risk from tailings used underground?

  1. Using untreated tailings
  2. Testing, conditioning and encapsulation or cementation
  3. Dumping on surface instead
  4. No treatment
Answer: b)
Treatment ensures harmful elements are immobilized and environmental risk is reduced.

160. What is the benefit of staged filling?

  1. Creates voids intentionally
  2. Controls settlement and allows drainage between stages
  3. Speeds up uncontrolled pumping
  4. Removes need for monitoring
Answer: b)
Staging helps manage consolidation, water release and quality control of fill.

161. Which instrument measures pore water pressure in fills?

  1. Extensometer
  2. Piezometer
  3. Thermometer
  4. Seismograph
Answer: b)
Piezometers monitor pore pressures that affect stability and piping risk.

162. Why are inspection records critical after bolting?

  1. For decorative history
  2. To verify installation quality and track degradation
  3. To avoid work
  4. To increase paperwork only
Answer: b)
Records prove compliance and help schedule maintenance or remedial work.

163. Which fill is least likely to be pumpable?

  1. Fine paste
  2. Large ungraded boulders
  3. Cemented slurry
  4. Tailings slurry
Answer: b)
Large boulders cannot pass through pumps or pipelines; pumpable fills are fine-grained or slurried.

164. What is the effect of high groundwater inflow into a stope during hydraulic filling?

  1. Improves fill strength immediately
  2. Causes dilution, potential piping and reduced placement control
  3. No effect
  4. Eliminates need for settling tanks
Answer: b)
Uncontrolled water dilutes mixes and can create pathways for washout or contamination.

165. Which maintenance task reduces corrosion of steel supports?

  1. Regular painting and cathodic protection
  2. Ignoring rust
  3. Removing coatings
  4. Heating supports
Answer: a)
Coatings and cathodic systems extend service life by limiting corrosion.

166. Which practice improves paste fill homogeneity?

  1. Poor mixing
  2. Proper blending, quality control and consistent dosing
  3. Random batching
  4. No batching
Answer: b)
Consistent plant control ensures uniform strength and pumpability.

167. In stoping operations, what is undercutting risk related to?

  1. Insufficient roof support and poor sequencing
  2. Too much ventilation
  3. Colour of rock
  4. Presence of mesh only
Answer: a)
Improper sequencing or removing support can cause collapse of the overlying rock.

168. What is the purpose of a packhouse or buffer tank in paste plants?

  1. Decorative storage
  2. Provide buffer storage to maintain continuous pumping and mix consistency
  3. Eliminate mixing
  4. Increase dust only
Answer: b)
Buffers even out production variations and maintain constant supply to pumps.

169. Which is the safest practice when draining a filled area?

  1. Rapid uncontrolled drainage
  2. Controlled drainage with monitoring to avoid piping
  3. No drainage
  4. Removing all instrumentation first
Answer: b)
Controlled drainage prevents sudden changes that could induce instability or piping.

170. Which support measure helps manage rock bursts?

  1. Increasing explosives
  2. Yielding support systems and destress blasting
  3. Removing supports entirely
  4. Only painting bolts
Answer: b)
Yielding systems absorb energy and destress blasting reduces stored strain energy.

171. Which is the main drawback of very high binder content in paste fill?

  1. Lower strength
  2. Higher cost and potential shrinkage/cracking
  3. Better pumpability always
  4. No curing required
Answer: b)
Excess binder increases cost and may induce brittleness or shrinkage issues.

172. What reduces the likelihood of grout washout when constructing curtains?

  1. Pumping at maximum rate always
  2. Proper sequencing, low permeability mixes and containment
  3. No containment
  4. Using coarse boulders only
Answer: b)
Controlled mixes and placement reduce washout and ensure barrier integrity.

173. Which is a common method to verify pipeline wear rate?

  1. Not measuring at all
  2. Periodic ultrasonic thickness surveys and inspection
  3. Colour comparison
  4. Only pressure checks without inspection
Answer: b)
Ultrasonic surveys track wall thinning and schedule replacements before failure.

174. What is the best practice when filling near existing utilities underground?

  1. Ignore utilities
  2. Survey utilities, provide protection and avoid overpressure
  3. Use highest pressure possible
  4. Remove utilities without notice
Answer: b)
Protecting utilities avoids damage and service interruptions; pressure control prevents blowouts.

175. Which is a typical remediation when a bolted face shows plate separation?

  1. Remove bolts
  2. Install additional pattern bolts and mesh with shotcrete
  3. Paint the face
  4. Ignore
Answer: b)
Increasing reinforcement and surface confinement addresses slab detachment risks.

176. Which parameter is crucial for pump selection in paste systems?

  1. Pump colour
  2. Solids concentration and viscosity
  3. Operator age
  4. None
Answer: b)
Pump must handle expected solids loading and rheology to avoid blockages and wear.

177. Which is a likely sign of impending roof collapse?

  1. Small audible cracking, increased convergence and bolt load rise
  2. Improved lighting
  3. New paint smell
  4. None
Answer: a)
Audible noises and increasing movements indicate failing rock mass and support overload.

178. Which approach helps reduce slurry settling in pipelines?

  1. Lower flow velocity
  2. Maintain minimum transport velocity and use rheology modifiers
  3. Stop the pump frequently
  4. Increase coarse fraction
Answer: b)
Adequate velocity prevents deposition; additives improve suspension stability.

179. What action should follow detection of elevated pore pressures in a filled zone?

  1. Ignore and continue
  2. Investigate drainage, reduce pumping and apply remedial drainage measures
  3. Increase fill rate immediately
  4. Remove instrumentation
Answer: b)
High pore pressure may destabilize fill; remedial drainage and investigation are required.

180. Which is the safest way to handle a misfire in a stowed area?

  1. Attempt to remove explosive immediately
  2. Follow regulatory misfire procedures, isolate and call competent blaster
  3. Ignore it and continue work
  4. Dig around it without plan
Answer: b)
Safety protocols exist to manage misfires—never handle without qualified personnel and procedures.

181. Which support is best for short-span soft ground headings?

  1. Mass concrete
  2. Steel ribs or arches
  3. No support
  4. Only painting
Answer: b)
Steel ribs adapt well to soft ground and short spans with rapid installation.

182. Which is a benefit of remote-operated bolting rigs?

  1. Increased worker exposure
  2. Reduced exposure and increased installation speed
  3. No benefit
  4. Higher manual fatigue
Answer: b)
Remote rigs protect workers from loose rock and speed up installation.

183. What is the effect of too low solids concentration in paste fill?

  1. Increase strength
  2. Poor final strength and segregation during curing
  3. Better pumpability and higher strength
  4. No change
Answer: b)
Too dilute mixes reduce strength and may segregate, reducing performance as support.

184. Which is an environmental advantage of underground backfilling?

  1. Creates more surface dumps
  2. Reduces surface footprint and contamination risk
  3. Increases open pit size
  4. Increases water contamination always
Answer: b)
Backfilling returns waste underground, decreasing surface disposal and associated impacts.

185. Which material property best improves pumpability of paste?

  1. High viscosity
  2. Optimized rheology with suitable water and finer particles
  3. Large coarse fraction
  4. No binder
Answer: b)
Controlled particle size and water content optimize rheology for pumping without segregation.

186. Which is a primary design goal for fill strength?

  1. Match colour of hanging wall
  2. Achieve required compressive strength to support intended loads
  3. Maximize porosity
  4. Reduce curing time to zero
Answer: b)
Design strength ensures the fill can carry loads and maintain stability as planned.

187. Which method best identifies weak zones before excavation?

  1. No mapping
  2. Geotechnical mapping, core logging and geophysical surveys
  3. Rely on luck
  4. Only visual inspection after excavation
Answer: b)
Proactive investigation guides support design and reduces unexpected failures.

188. Which is a risk of over-compacting fill near sensitive structures?

  1. Excessive load transfer and potential damage to structures
  2. Improved stability always
  3. No risk
  4. Colour changes
Answer: a)
Over-compaction can increase stress transfer—design must consider adjacent structure capacity.

189. What is the effect of insufficient curing time on cemented fill?

  1. Reduces final strength and durability
  2. Increases strength immediately
  3. No effect
  4. Improves pumpability
Answer: a)
Curing allows hydration; inadequate curing means lower strength and susceptibility to degradation.

190. Which routine helps extend pipeline life?

  1. Never inspecting
  2. Scheduled inspection, lining, and wear monitoring
  3. Random pressure spikes
  4. Allowing abrasion
Answer: b)
Proactive maintenance and protective linings reduce failures and downtime.

191. Which is the correct response to unexpected convergence in a heading?

  1. Continue working as normal
  2. Stop work, assess, install immediate supports and review design
  3. Remove supports immediately
  4. Only document and ignore
Answer: b)
Safety-first approach: stabilize area and investigate cause before resuming operations.

192. Which is an indicator that paste fill mix is too stiff to pump?

  1. High flow and no pressure
  2. High pump pressure, frequent blockages and poor flow
  3. Low wear on pipes
  4. Perfect delivery
Answer: b)
High pressures and blockages show rheology problems; mix adjustments or stronger pumps needed.

193. Which is a common maintenance for shotcrete surfaces?

  1. Regular inspection and patching of delaminations or cracks
  2. Never inspect
  3. Painting only
  4. Remove shotcrete entirely
Answer: a)
Inspections detect delamination and cracking which are then repaired to maintain integrity.

194. For environmental compliance, which is essential when using industrial byproducts as fill?

  1. No testing required
  2. Thorough chemical testing, leachability studies and monitoring
  3. Use without documentation
  4. Only visual checks
Answer: b)
Regulatory compliance requires testing to ensure no harmful leachates or environmental effects.

195. Which action improves safety during fill placement in confined areas?

  1. Allowing workers inside exclusion zones
  2. Use remote monitoring and mechanical placement while keeping exclusion zones enforced
  3. Stop monitoring
  4. Only manual placement with no PPE
Answer: b)
Remote methods and strict exclusion reduce occupational exposure and risk during placement.

196. Which is a common method to check grout curtain continuity?

  1. Colour matching only
  2. Pressure testing, tracer tests and borehole logging
  3. No checks
  4. Only visual inspection at surface
Answer: b)
Testing assures the curtain is continuous and effective in reducing permeability.

197. Which is a practical reason to use dry waste rock fill?

  1. When paste plants are unavailable and stopes are narrow
  2. Always prefer over paste
  3. No reason
  4. Because it’s decorative
Answer: a)
Dry backfill is practical where paste/pipeline infrastructure is not feasible, especially in narrow stopes.

198. Which is an emergency response after a pipeline burst underground?

  1. Continue operations
  2. Evacuate, isolate and stop pumping, then assess and repair
  3. Increase pressure
  4. Ignore and record later
Answer: b)
Stopping pumps and securing area prevents further flooding and hazard; repairs follow assessment.

199. Which monitoring helps detect early support overload?

  1. Only visual checks
  2. Load cells on props and pressure gauges on hydraulic supports
  3. No monitoring
  4. Colour surveys
Answer: b)
Instrumentation reveals rising loads allowing preemptive reinforcement or evacuation.

200. Final verification after completion of stowing should confirm:

  1. Only that records exist
  2. Compaction, drainage, instrumentation readings and compliance with design
  3. Only the colour of fill
  4. Nothing
Answer: b)
Complete verification ensures intended performance, environmental safety and regulatory compliance.

201. Which device detects early roof movement by measuring convergence?

  1. Piezometer
  2. Extensometer
  3. Thermocouple
  4. Gas detector
Answer: b)
Extensometers measure distance changes between fixed points, indicating convergence or movement.

202. What is the main function of shotcrete mesh systems?

  1. Increase ventilation
  2. Contain surface flakes and provide confinement to rock
  3. Replace bolt anchors
  4. Decorative finish
Answer: b)
Mesh plus shotcrete provides surface support and prevents small-scale spalling.

203. Which parameter most influences slurry pipeline wear?

  1. Colour of pipe coating
  2. Particle size and flow velocity
  3. Ambient light
  4. Time of day
Answer: b)
Coarse particles and high velocities increase abrasive wear on pipe interiors.

204. Which support is typically pre-tensioned to improve performance?

  1. Timber props
  2. Grouted rock bolts
  3. Loose waste
  4. Shotcrete only
Answer: b)
Grouted and pre-tensioned bolts compress the rock mass and improve immediate support.

205. Best practice for controlling fill segregation is to:

  1. Pump at extremely low velocities
  2. Maintain correct mix design and use appropriate placement methods
  3. Allow free settling
  4. Mix with large boulders
Answer: b)
Controlled mix proportions and placement avoid segregation and assure uniform strength.

206. Which is a primary reason for choosing paste fill over hydraulic fill?

  1. Lower strength
  2. Lower free water content and higher strength
  3. No curing required
  4. Always cheaper
Answer: b)
Paste fill minimizes free water issues and produces higher strength after curing.

207. Which routine should be performed on bolting rigs to ensure quality?

  1. Never maintain
  2. Calibration checks, drill alignment and torque testing
  3. Only clean externally
  4. Change operator daily
Answer: b)
Equipment calibration and testing ensure bolts are installed to specified performance.

208. What is the effect of vibration from heavy equipment on supports?

  1. Always beneficial
  2. May cause loosening, fatigue and accelerate degradation
  3. No effect
  4. Improves bolt anchorage
Answer: b)
Repeated vibration can fatigue connections and lead to premature failure unless designed for it.

209. Which monitoring is most useful to detect fill piping?

  1. Weekly paint checks
  2. Piezometers and settlement markers
  3. Only visual inspection from surface
  4. Temperature probes
Answer: b)
Rising pore pressures and unexpected settlements indicate piping and internal erosion.

210. Which support method is quickly deployable for emergency roof control?

  1. Precast concrete lining
  2. Timber cribbing and hydraulic packs
  3. Full-scale grouting
  4. Shotcrete only
Answer: b)
Timber cribbing and hydraulic packs can be installed rapidly to stabilize failing ground immediately.

211. Best way to reduce dust at pneumatic filling points is to:

  1. Ignore dust
  2. Provide local dust extraction and enclosures
  3. Open tipping into galleries
  4. Use fans only
Answer: b)
Enclosures and extraction capture dust at source preventing worker exposure and contamination.

212. Which is most likely to reduce pipeline blockages?

  1. Allowing sediment build-up
  2. Maintaining velocity and using pigging/cleaning devices
  3. Frequent start-stop cycles
  4. Using larger coarse feed
Answer: b)
Sustained velocities and mechanical cleaning prevent deposition and clear blockages.

213. Why is geotechnical mapping important before designing supports?

  1. Only for aesthetics
  2. It identifies discontinuities, weakness and guides support design
  3. Not required
  4. To choose bolt colours
Answer: b)
Mapping defines geological features that control failure modes and appropriate support choice.

214. Which action improves the lifecycle of timber supports?

  1. Leave them wet constantly
  2. Apply preservative treatments and reduce moisture exposure
  3. Store under water
  4. Expose to insects to harden
Answer: b)
Wood preservatives and dry conditions slow decay and extend timber life underground.

215. Which fill testing confirms particle grading for pumpability?

  1. Visual check only
  2. Sieve analysis and PSD (particle size distribution)
  3. Smell test
  4. Colour matching
Answer: b)
PSD ensures the mix has appropriate fines and coarse content for stable pumping and placement.

216. Which factor is critical when placing fill close to public infrastructure?

  1. Speed over control
  2. Controlled pressure, monitoring and staged placement
  3. No monitoring
  4. Use of largest boulders
Answer: b)
Controlling pressure prevents damage to nearby structures and ensures safe load transfer.

217. Which practice reduces methane migration from old workings?

  1. Leave old workings open
  2. Backfill and seal voids to limit gas pathways
  3. Create new ventilation paths
  4. Increase blasting
Answer: b)
Filling and sealing prevents gas movement and reduces explosion/fire risk.

218. Which is a benefit of using industrial byproducts as fill?

  1. Increases surface dumps
  2. Waste minimization and resource reuse (with proper testing)
  3. Always cheaper without checks
  4. Guaranteed contamination
Answer: b)
Repurposing byproducts reduces environmental footprint provided they are safe and approved.

219. Which is critical to prevent induced seismicity during stowing?

  1. Rapid uncontrolled high-pressure injection
  2. Controlled rates, monitoring and staged pressurization
  3. No monitoring
  4. Ignore seismic responses
Answer: b)
Slow, monitored filling avoids rapid stress changes that can trigger seismic events.

220. What is the desired outcome of grout curtain verification?

  1. Decorative surface finish
  2. Confirmed continuity and permeability reduction
  3. Increased permeability
  4. No change
Answer: b)
Verification ensures the curtain forms an effective barrier preventing unwanted flow paths.

221. Which is the best control for flyash dust during handling?

  1. Open transfers in breeze
  2. Enclosed conveyors, dust collectors and suppression systems
  3. No controls required
  4. Use large drop heights
Answer: b)
Containment and filtration reduce worker exposure and environmental emissions.

222. Which fill testing confirms environmental safety?

  1. Only particle size tests
  2. Leachability tests and chemical analysis
  3. Colorimetric matching
  4. No tests
Answer: b)
Chemical testing ensures no harmful species will migrate into groundwater or environment.

223. What action reduces clogging in intake screens for slurry plants?

  1. Never clean screens
  2. Use adequate coarse screening and regular maintenance
  3. Let large particles pass
  4. Reduce flow monitoring
Answer: b)
Proper screening and maintenance prevent large particles entering pumps causing blockages.

224. Which support strategy reduces risk in highly fractured rock?

  1. Wider bolt spacing
  2. Denser bolting, cable bolts and surface confinement
  3. No monitoring
  4. Decorative measures
Answer: b)
Close spacing and deeper anchors better control movement in fractured masses.

225. Which is essential before re-entering a newly filled stope?

  1. No checks needed
  2. Confirm stability, instrument readings and allow curing as required
  3. Immediate entry
  4. Only visual glance
Answer: b)
Verification ensures that the fill has attained sufficient stability and strength for safe access.

226. Which is a sign of grout segregation during placement?

  1. Uniform colour and texture
  2. Layering, bleed water and coarse/fine separation
  3. Perfect pumpability
  4. Improved binder distribution
Answer: b)
Segregation leads to uneven strength and potential weak zones within the curtain or fill.

227. Which component is important for paste pump maintenance?

  1. Ignoring seals
  2. Regular seal, valve and wear part inspection and replacement
  3. Never lubricate
  4. Only visual casing checks
Answer: b)
Seals and valves undergo wear due to abrasive slurries and must be maintained to prevent failures.

228. Which is a good indicator that a fill has achieved design strength?

  1. Visual appearance only
  2. Compressive strength tests on cured samples
  3. Time of day
  4. Colour change alone
Answer: b)
Lab compressive tests provide objective confirmation that the fill meets strength requirements.

229. Which operational change can reduce pipe abrasion rates?

  1. Increase flow velocity drastically
  2. Control velocity to optimal range and reduce coarse particle load
  3. Add more coarse particles
  4. Stop inspections
Answer: b)
Operating within recommended velocities and reducing coarse loads slows abrasive wear.

230. Which is a practical method to handle surplus tailings if paste plant not available?

  1. Discharging to river
  2. Managed surface storage with containment and progressive reclamation
  3. Open dumping without controls
  4. Leaving in pipelines
Answer: b)
If underground reuse is impossible, proper tailings storage facilities with controls are required.

231. Which is a common cause of grout curtain failure?

  1. Excessive monitoring
  2. Poor mix design, washout or incomplete penetration
  3. Too much curing
  4. Over-design
Answer: b)
Incomplete filling, improper mix or washout compromise curtain continuity and effectiveness.

232. Which inspection is vital after installing shotcrete?

  1. Colour matching
  2. Delamination checks and thickness verification
  3. Only smell check
  4. No inspection
Answer: b)
Ensuring full adhesion and adequate thickness prevents early failure of the shotcrete layer.

233. Which practice mitigates risk when pumping paste long-distance?

  1. Pumping without breaks
  2. Use booster stations, monitor pressures and include flush procedures
  3. Ignore pressure alarms
  4. Use smallest pumps available
Answer: b)
Intermediate boosters, pressure control and flushing maintain flow and allow rapid clearing if needed.

234. What is an advantage of mechanised backfilling operations?

  1. Higher manual exposure
  2. Improved speed, consistency and reduced worker exposure
  3. Less control
  4. Higher segregation
Answer: b)
Mechanisation delivers uniform placement and increases safety by distancing workers from hazards.

235. Which is essential when designing support for a major intersection?

  1. Ignore traffic loads
  2. Account for vehicle loads, dynamic effects and redundancy
  3. Only aesthetic considerations
  4. No design
Answer: b)
Intersections face higher loads and need robust, redundant support systems to ensure safety and access.

236. Which is a proactive step to prevent pipeline freezing in cold climates?

  1. Leave pipelines exposed
  2. Insulate, heat trace and maintain flow
  3. Drain only when necessary
  4. Use only metal without insulation
Answer: b)
Insulation and heating preserve slurry temperature and prevent blockages due to freezing.

237. What is the effect of inadequate compaction on paved haulage road above backfill?

  1. Improves road life
  2. Leads to settlement, rutting and maintenance issues
  3. No effect
  4. Reduces traffic
Answer: b)
Poorly compacted fill cannot support surface loads leading to deformation and costly repairs.

238. Which is a common safety control during bolting operations?

  1. Allowing people under unsecured roof
  2. Exclusion zones, communication and protective equipment
  3. No PPE
  4. Random work scheduling
Answer: b)
Controls protect workers from rockfalls, tool hazards and ensure safe work coordination.

239. Which is an operational sign that a paste mix is segregating?

  1. Uniform pump pressures
  2. Frequent changes in pressure and presence of bleed water
  3. Stable flow with no bleed
  4. Increased colour uniformity
Answer: b)
Segregation causes inconsistent rheology and visible bleed which affect pumpability and strength.

240. Which is essential to protect groundwater when using industrial fill?

  1. No testing
  2. Comprehensive leach tests and monitoring wells
  3. Ignore regulations
  4. Only visual checks
Answer: b)
Monitoring wells and leach tests confirm that contaminants are not migrating into groundwater.

241. Which is a likely consequence of over-pressurising a stope during filling?

  1. Improved stability always
  2. Hydraulic fracturing of walls or blowouts
  3. No effect
  4. Faster curing
Answer: b)
Excessive pressures can create new pathways, fractures or piping leading to failures.

242. Which fill type is least environmentally risky when properly treated?

  1. Treated cemented paste fill
  2. Raw tailings dumped without treatment
  3. Untested industrial byproduct
  4. Open dumping in water bodies
Answer: a)
Cementation immobilizes contaminants and reduces leaching risks when designed correctly.

243. Which factor most affects long-term performance of support steels?

  1. Colour of paint
  2. Corrosion protection and maintenance
  3. Shape of bolt head
  4. Operator’s mood
Answer: b)
Corrosion control, coatings and regular inspections are crucial for preserving strength and safety.

244. Which is a reason to use staged dewatering of a filled area?

  1. Drain quickly regardless of effect
  2. To control pore pressure and avoid sudden instability
  3. No reason
  4. To make instrumentation useless
Answer: b)
Controlled dewatering prevents piping and sudden stress redistribution that can cause failure.

245. Which is a necessary step after detecting increased support loads?

  1. Do nothing
  2. Investigate cause, strengthen or add redundant supports and review design
  3. Remove supports immediately
  4. Only document
Answer: b)
Prompt investigation and remediation prevents progressive failure and preserves safety.

246. Which is an immediate measure when a pipeline section bursts?

  1. Increase pump speed
  2. Isolate the section, stop pumps and evacuate the area
  3. Ignore and continue pumping
  4. Open all valves
Answer: b)
Isolation and stopping pumps prevents further flooding and reduces hazard while repairs are planned.

247. Which is the best practice to manage reclaimed water from settling ponds?

  1. Discharge untreated
  2. Treat and recycle into slurry processes
  3. Ignore contamination
  4. Dump into nearby streams
Answer: b)
Recycling treated water reduces fresh water use and environmental discharge impacts.

248. Which monitoring would indicate accelerated degradation of a steel arch?

  1. Stable load readings
  2. Rising corrosion rates and reduced section thickness via surveys
  3. Improved bolt torque
  4. Better lighting
Answer: b)
Ultrasonic wall thickness surveys and corrosion monitoring reveal loss of capacity before failure.

249. Which is the most reliable sign of adequate fill consolidation?

  1. Visual dryness only
  2. Stable instrumentation readings and limited additional settlement
  3. Only an operator’s feeling
  4. Immediate full load transfer always
Answer: b)
Predictable settlement plateau and instrument confirmation show the fill has consolidated as designed.

250. Final documentation after a stowing project should include:

  1. Only photos
  2. Placement records, test results, instrumentation logs and compliance certificates
  3. Nothing
  4. Only contractor invoices
Answer: b)
Complete records are essential for safety validation, future reference and regulatory compliance.

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