Question 6 of 6: Vertical Crater Retreat (VCR) Blast Design
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Exams, 09-Mmp-B2 Rock Fragmentation, May 2016, 3 hours, closed book
(one double-sided aid sheet permitted). Question 1 plus four (4) of Questions 2-6
constitute a complete paper; every question (1-6) is answered in
full as a complete study resource.
Reference texts: Persson, Holmberg & Lee, Rock Blasting and
Explosives Engineering; C.J. Konya & E.J. Walter, Rock Blasting and Overbreak
Control (FHWA); ISEE, Blasters' Handbook, 18th ed.; W. Hustrulid,
Blasting Principles for Open Pit Mining; SME Mining Engineering Handbook,
3rd ed., Ch. Drilling and Blasting; W.I. Duvall & C.F. Fogelson, USBM RI 5514
(cratering theory).
Given. Borehole De=160 mm; Figure 1 peak at scaled depth of charge
N≈0.70 m/kg1/3 (scaled volume ≈0.535 m³/kg).
Find. An explosive, a spherical(-ish) charge that fits the 160 mm hole,
and the resulting optimum burden (=vertical lift height per blast), spacing, and loading/
timing sketches.
Approach. Livingston crater theory says the crater/breakage volume per
unit explosive is maximised at the scaled depth of burial N=d/W1/3 where the given
curve peaks – that peak N is exactly the design ratio between burden (depth of charge
below the current free face) and the cube root of the charge weight: B=N·W1/3.
VCR uses a compact, near-spherical charge (length/diameter ≤6) so the cratering theory
(derived for point/spherical charges) applies; choose the largest such charge the 160 mm hole
can carry, then the peak-N relation converts that charge weight directly into the achievable
lift height.
Explosive selection. VCR holes are drilled vertically upward or downward
and commonly encounter groundwater; a bulk emulsion (assumed ρ=1.2 g/cm³,
VOD≈5000 m/s) is selected over ANFO because it is water-resistant (reliable even in wet
holes, unlike ANFO which desensitises when wet) and pumps/gasses readily to the required
density in a large-diameter vertical hole – both properties that matter more for VCR
than for a dry, horizontal production bench.
Largest near-spherical charge in a 160 mm hole (L/D≤6).
$$L_c=6(0.160)=0.96\ \text{m},\qquad Area=\frac{\pi}{4}(0.160)^2=0.0201\ \text{m}^2$$
$$W=L_c\times Area\times\rho=0.96\times0.0201\times1200=\boxed{23.2\ \text{kg}}$$
Optimum burden = lift height, from Figure 1's peak (N=0.70).
$$B=N\,W^{1/3}=0.70(23.2)^{1/3}=0.70(2.85)=\boxed{2.00\ \text{m}}$$
– a realistic VCR lift height (field practice is typically 2–3 m per retreat),
which is good corroborating evidence the charge/curve combination is being read correctly.
Spacing and charge placement. The cratering mechanism is radially
symmetric around each charge, so a square grid with $$S=B=\boxed{2.00\ \text{m}}$$ is used.
The charge is centred at depth B=2.00 m below the current (horizontal) free face – from
1.52 m to 2.48 m down the hole – with stemming filling the 1.52 m above it up to the
collar.
Quantity
Value
Explosive
Bulk emulsion, ρ≈1.2 g/cm³, VOD≈5000 m/s
Charge length (L/D=6 cap)
0.96 m
Charge weight per hole
23.2 kg
Optimum burden = lift height per retreat
2.00 m
Pattern spacing (square)
2.00 m
Stemming above charge
1.52 m
Single VCR hole: stemming above, near-spherical charge centred
at the optimum burden (2.00 m) below the current free face.
Ring pattern (plan) and diagonal delay sequence for one VCR lift.