Sovereignty Module: Break the Stone

Cover of Break the Stone
Break the Stone
Controlled Demolition Engineering: Safety Protocols, Historical Methods, and Professional Standards
⟁ cover painted for this edition — the source module carried no illustrations

Complete Explosives, Blasting, and Controlled Demolition Guide

Explosives are tools of construction, not destruction. They clear land, break rock for mining and quarrying, demolish unsafe structures, create road cuts, and build foundations. This campaign covers the chemistry, production, safe handling, and application of explosives for righteous construction purposes.

Chapter 1: Explosive Types

TypeVelocity of DetonationInitiationPrimary Use
Black powder (low explosive)400 m/s (deflagrates, does not detonate)Flame, spark, frictionBlasting (quarry), propellant, fuse
Dynamite5,000-6,000 m/sBlasting cap (detonator)Rock blasting, mining, construction
ANFO (ammonium nitrate + fuel oil)4,500 m/sBooster + detonatorLarge-scale quarrying, mining
Nitroglycerin7,700 m/sShock, heat (very sensitive)Component of dynamite (stabilized)
TNT6,900 m/sDetonatorMilitary, demolition
Blasting gelatin7,000-8,000 m/sDetonatorUnderwater, wet conditions

Chapter 2: Black Powder for Blasting

Same composition as ammunition powder (75% potassium nitrate, 15% charcoal, 10% sulfur) but used in larger quantities and coarser granulation (Fg or cannon grade).

ApplicationCharge SizeHole DiameterHole DepthStemming
Boulder breaking1-4 oz per hole1 inch6-12 inchesTamp with clay/sand
Rock face (quarry)1-5 lbs per hole1.5-2 inches3-6 feetClay plug, 12+ inches
Stump removal1-2 lbs under stumpMultiple holes around baseBelow root ballSoil backfill
Ditch blasting (soft ground)1-3 lbs per charge, spaced 3-5 feet2-3 inches2-4 feetMinimal (propagation)

Chapter 3: Fuse and Initiation

TypeSpeedUseConstruction
Safety fuse (Bickford)30-40 seconds per footTime delay, black powder chargesCore of black powder in textile wrapping, waterproofed
Quick matchNear-instantaneousConnecting multiple chargesBlack powder on cotton string, in paper tube
Electric detonatorInstantaneous (on command)Precise timing, remote firingWire to bridge wire in explosive charge
Blasting cap (plain)Instantaneous when fuse reaches itInitiates high explosivesSmall metal tube with primary explosive

Safety fuse burn rate MUST be tested before use (cut 1 foot, time the burn). Never trust printed specifications without verification.

Chapter 4: Drilling Blast Holes

MethodEquipmentRate in Hard RockHole Diameter
Hand steel (hammer and chisel)Drill steel, sledgehammer6-12 inches/hour1-1.5 inches
Star drill (rotary hand)Star-point drill bit, hammer12-24 inches/hour1-2 inches
Pneumatic (jackhammer)Compressor, jackhammer3-6 feet/hour1.5-3 inches
Rotary drillEngine-powered drill5-15 feet/hour2-6 inches

Hand drilling technique: One person holds and rotates the drill steel 1/4 turn between each hammer blow. Second person strikes with sledgehammer. Pour water in hole periodically to flush cuttings and cool the bit.

Chapter 5: Blast Pattern Design

PatternHole SpacingBurden (distance to free face)Use
Single holeN/A2/3 of hole depthSingle boulder, small job
Line drilling2-3 feet2-4 feetTrench, road cut
Square pattern4-6 feet3-5 feetBench blasting (quarry)
Staggered pattern4-6 feet3-5 feetBetter fragmentation
V-cut (tunnel)Converging holesCenter of faceTunnel advance

Burden rule: distance from charge to nearest free face should be 25-35x the charge diameter. Too little burden = flyrock danger. Too much burden = poor breakage.

Chapter 6: Loading and Firing

StepActionSafety Rule
1Drill holes to planNever drill into a misfired hole
2Clean holes (blow out cuttings)Check for water (may need waterproof explosive)
3Load primer (charge with detonator/fuse)Gently lower, never drop or force
4Load remaining explosiveTamp gently with wooden rod (NEVER metal)
5Stem hole (plug with clay/sand)Minimum 12 inches stemming (confines blast)
6Connect fuse/wireCheck all connections
7Clear blast areaMinimum 500 feet for surface, all personnel accounted for
8Sound warning (3 blasts of horn)Wait for all-clear confirmation
9FireFrom protected position
10Wait (minimum 5 minutes after last shot)Misfires may have delayed ignition
11InspectCheck for misfires before approaching

Chapter 7: Controlled Demolition

StructureMethodKey Principle
Concrete wallDrill pattern, small charges at rebar spacingCut rebar with charges, wall falls
Steel beamLinear shaped charge or cutting torchSever at connection points
Brick chimneyCharges at base on one sideFalls toward the weakened side
Bridge pierCharges at waterline and baseRemove support, gravity does the rest
Tree (large)Bore hole at base, small chargeEquivalent to directional felling cut

Chapter 8: Safety Protocols

RuleReason
Never carry detonators and explosives togetherPrevent accidental initiation
Store explosives in locked, ventilated, dry magazinePrevent theft, deterioration, accident
Never use metal tools to tamp chargesMetal can spark and initiate explosive
Always account for all explosives (inventory)Prevent theft or loss
Never return to a misfire for 30 minutes (fuse) or 1 hour (electric)Delayed detonation risk
Post guards during blasting operationsPrevent entry to danger zone
Never smoke near explosivesObvious
Destroy deteriorated explosives (burn in small quantities, never in bulk)Old explosives become unstable

Reference Card

  1. Black powder (75/15/10) is sufficient for most quarrying and construction blasting
  2. Always test fuse burn rate before use (cut 1 foot, time it)
  3. Burden (distance to free face) = 25-35x charge diameter
  4. NEVER tamp with metal tools; use wooden rods only
  5. Minimum stemming (plug) = 12 inches of clay or sand above the charge
  6. Clear area minimum 500 feet; sound 3 warning blasts before firing
  7. Wait minimum 5 minutes after last shot before approaching (30 min for misfires)
  8. Store detonators and explosives separately; never carry together
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