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How to Design a Basic Blast Pattern

HOW-TO · AUG 2026 · 3 MIN READ

Every production blast pattern on Earth reduces to five dimensions — burden, spacing, stemming, subdrill, and hole diameter — plus timing. Here's the first-principles method for a starting design, the way it's taught and the way it's field-tuned. (Design guidance for study; live shots belong to licensed blasters and site-specific rules.)

01Start from the hole diameter

Diameter is chosen by bench height and production rate, and everything scales from it. Classic starting rule: burden ≈ 24–30 × hole diameter for typical products and rock — a 6½" hole suggests roughly a 13–16 ft burden. Stiffer rock and lighter powder push toward the low end.

02Check bench stiffness

Bench height ÷ burden should sit around 2.5–4. Below ~2 the bench is 'stiff' — poor movement, toe problems, flyrock risk from confinement. A 40-ft bench with a 14-ft burden gives 2.9: healthy. If it comes out stiff, shrink the burden or the diameter, not your standards.

03Set spacing off the burden

Spacing = 1.15–1.4 × burden for staggered patterns with good timing (14-ft burden → 16–19 ft spacing). Square, instantaneous-row patterns run closer to 1.0–1.15. Staggered equilateral patterns distribute energy best and are the default unless geology argues.

04Stem to hold, subdrill to floor

Stemming ≈ 0.7–1.0 × burden of angular crushed stone (never drill cuttings if you can help it) — short stemming rifles energy skyward as flyrock and airblast; long stemming leaves cap rock on top. Subdrill ≈ 0.2–0.3 × burden below grade to break the floor flat; skip it and you'll meet the toe on every dig cycle for a month.

05Time it to move

Rows need somewhere to go: front rows fire first, and inter-row delays (commonly ~2–4 ms per foot of burden as a starting heuristic) give each row time to move before the next one shoots into it. Electronic detonators buy precision, vibration control, and fragmentation that non-electric shock tube approximates on a good day.

06Compute PF and pressure-check the design

Run the powder factor against the rock class target (0.8–1.6 lb/CY across most surface work). Then walk the design with the seismograph map, the flyrock radius, the face profile survey, and the drill logs — burdens measured off a laser-profiled face, because the face the driller drilled and the face the designer drew are rarely the same face.

The TrapDesigning to the drawing instead of the face. Crest loss, backbreak, and drill deviation mean front-row burdens can be feet thinner than plan — the #1 recipe for flyrock. Profile the face, measure actual burdens, and adjust loading before every shot, not after the incident report.
Rule of ThumbB ≈ 25× diameter, S ≈ 1.25×B, stemming ≈ 0.8×B, subdrill ≈ 0.25×B, stiffness ≥ 2.5. Five ratios run the world's benches.

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