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Final Wall Stability in Metal Open Pit Mines Using
Presplit Blasting
Kazem Oraee
Arash Goodarzi
Ali Mozafari
Nikzad Oraee-Mirzamani
Importance of presplit drilling and blasting in open pit mines slope stability study is one of the most considerable parameter for safety and economical factors of
open pit mines. failure of mines’ walls can potentially cause loss of lives, roads blocking, damaging to mining
machinery, temporarily or permanently halt production and in the worst case scenario closing the mine.
Production and Mining Benefits
• Ability to maintain safe conditions in mine
• Increased stability of the rock wall
• Improved stripping ratios
• Reduction in ore dilution
• Less broken rock to load and transport
• Reducing the vibration level in the rock mass• Minimizing production schedule disturbances for mine stability
comparison with mechanical rock reinforcement
Wall failure in an open pit mine
Failure in Pit Slop in Grasberg Gold Mine in Indonesia in 2003
The Grasberg mine is the largest gold mine in the world
Failure in Pit Slop Angouran Lead Mine in Iran 2006
Wall Failure in Pit Slop Angouran Lead & Zinc Mine in Iran 2006 25 million tons rock slide
Pit wall stability is dependent on:
• geotechnical and hydrogeological issues
• level of design safety (based on risk assessments)
• ability to secure the ground (scaling, ground
support, slope dewatering)
• detrimental effects of blasting
drilling smaller diameter blasting holes along the final excavation boundary
drilling straight holescharging with lower explosive than main holes
firing holes in sequential timescale
General Principals of Control Blasting
Controlled Blasting Methods
Line blasting
Smooth blasting
Cushion blasting
Presplit blasting
Presplit Hole DesignAs a general guide for the presplit holes, spacing can be 8
to 12 times of the hole diameter or about one third to less than one half of the normal spacing used in production blast holes. It also can be determined by using the following equation:
S ≤ 2 rb × 2.54 × (Pb + T) / T • Where S = Spacing between two presplit holes (cm)• rb = Borehole radius ( cm)
• Pb = Borehole pressure ( Mpa)• T = Tensile strength of rock( Mpa)
In this equation borehole detonation pressure can be calculated by:
Pb = 1.69 × 10-3 Ye (VOD)2 (re / rb)2.6
• Where Pb = Borehole pressure in psi
• Ye = Specific gravity of explosives
• VOD = Detonation velocity of explosive charge ft/s
• re = Radius of explosive charge in inches
• rb = Radius of borehole in inches
Bore hole detonation pressure (Pa) for the full charge hole can be calculated by:
Pd = × Ye × (VOD)2 × 106
• Where Pd = Detonation pressure (MPa)
• Ye = Density of explosive (kg/m3)
• VOD = Velocity of detonation (m/s)
Buffer Holes Design(Buffer row is used to minimize blasting damage from production row to final wall)
Normally the spacing and burden of about 2/3rd of production holes are used in buffer row but if presplit and buffer rows are of same diameter then, the burden in front of the presplit row to buffer row should be 1.5 times the presplit spacing holes and in case of different diameters, then diameter of buffer holes can be set to 12 to 15 times of presplit holes diameter.
As a general rule, when the diameters of production and buffer holes are the same, then the burden and spacing of the buffer row should be 70 to 80% of the production blast holes.
Hole Charge Distribution Powder factors will normally range from 1.6 to 4.8 kg/m3
The ratio of the charge diameter to hole is about 0.3 – 0.4
The specific charge recommended for presplit holes is 0.35
to 0.5 kg/m2 and generally charge factor in buffer hole is
about 75% of a production hole
The charge density has to be reduced to 5 to 15 percent of
the charge in production holes
Presplit Charging Methods
Air deck charging
Suspended charging
Low density charging
Continues column charging
Common charging methods in presplit holes to minimize near field blast damage
Guidelines are offered by Gustafsson, 1981, DuPont Hand Book, 1977, etc. which recommends the charge loads and blast hole pattern for presplitting as shown at the below table:
Hole Diameter(mm)
Charge Mass / Meter of
Blast hole(kg)
Cartridge Diameter(mm)
Presplit Space(m)
89 0.65 23 1.0
102 1.0 29 1.4
115 1.0 29 1.4
152 1.8 45 1.8
Shooting the Presplit Line In order to make a free face to reflect shock wave resulted
from blasting in production holes, the presplit row must be fired at least 50ms before the main production blast.
As a rule, if the presplit holes are to be detonated with production blast holes, generally 200 to 350ms (not more) of delaying interval between presplit holes and the nearest production row or buffer row is recommended.
To achieve optimum presplit results, zero detonation delay (simultaneous blasting) to be used between presplit holes, although if the numbers of holes in presplit row are more than usual pattern, blasting may be done in separate groups with minimum delay in sequence.
Presplit Drilling & Blasting Key Points
• hole spacing and charging dependent on hole size, rock strength,
explosive strength and decoupling ratio
• highly jointed rock requires closer hole spacing than massive rock
• when firing presplit row with production row, a minimum of 200 -
350 milliseconds time delay between presplit holes and nearest
production holes is recommended
• use zero delays between holes to achieve optimum presplit results
• a bottom charge is often used to assure that the toe is pulled
• straight hole drilling is a necessity
Chador Malu Iron Mine Site Profile Chador Malu iron ore mine with 400 million tons of ore
reserve is the biggest iron concentrate producer in Middle East, located in 180km north-east of Yazd province in central Iran.
Reconnaissance for the Chador Malu deposit was first done in 1921 and more detailed work was carried out in the beginning of 1960s.
Petrography studies on the mine rocks shows that major rocks in Chador Malu mine area are Metasomatite, Albitite, Diorite, Magnetite and Hematite. The iron ore concentrate contains about 68% iron and 0.045% phosphorus.
Chador Malu drilling fleetProduction & Buffer Hole Drilling: DMH, DML and DM45(Rotary system)
presplit Hole Drilling: Titon 600 (DTH system)
Main drill patterns:Hard Rock: Burden = 6 m & Spacing = 7 mFractured Rock : Burden = 7m & Spacing = 8 m* ANFO explosive with Dynamite primers are used for blasting.
Chador Malu iron ore mine
HoleDiameter
(mm)
Sub drilling
(m)
Burden(m)
Spacing(m)
Charge Density(gr/m3)
Stemming(m)
Explosive Bottom Charge
(m)
Hole Depth
(m)
Bench Height
(m)
Hole Angle(degree)
251 2.25 6 7 1.0 7.25 ANFO 1 17.25 15 90
Hole Diameter
(mm)
Decoupling ratio
BufferBurden(m)
Buffer Spacing(m)
Charge Density(gr/m3)
Stemming(m) Explosive
Hole depth(m)
Hole Angle(degree)
165 0 3 4 1.0 2 ANFO 6 90
Hole Diameter
(mm)
Charge decoupling ratio
Cartridge Diameter
(mm)
Presplit Spacing
(m)
Charge Density(gr/m3)
Burden(m)
Time Delay(ms)
Stemming &
Subdrilling(m)
Explosive Hole Depth
(m)
Hole Angle(degree)
114 0.35 40 1.45 1.03 6 200 0Azar
Powder 15.5 75
Drilling pattern for buffer holes at Chador Malu iron ore mine
Drilling pattern for production holes at Chador Malu iron ore mine
Drilling pattern for presplit holes at Chador Malu iron ore mine
Presplit Drilling Operation
Buffer Holes
Production Holes
presplit Holes
A schematic illustration showing drilling and blasting design in Chador Malu mine
A schematic illustration showing of drilling profile in Chador Malu mine
presplit Drill Rigs
-Sideways: 30°/ 30°
30°30°
Drilling angles
Drilling rig position for presplit drilling at Chador Malu mine
Visual presplit evaluation
examine the presplit face and adjust spacing or charging
with regard to:
- smoothness of presplit surface
- percent of half-casts visible
- occurrence of crest failures
- occurrence of plane and wedge failures in final wall
The sources of drilling deviations
Drilling deviations in difficult condition
Designed hole direction
A schematic illustration showing sources of hole drilling deviations on mine bench
Collaring misalignment Collaring offset
Planed hole
In-hole deviation
Incorrect depth
Deviation due tocollar error
Conventional Drilling Methods in Surface Mines
1.Top Hammer
2.Down the Hole
3.COPROD
4.Rotary
1 2 3 4
Drilling deviations depend on drilling rigs
Double Benches Drilling
Using double benches presplit blasting to reduce wall failure and achieve less total drilled meters per tone
Successful Presplit Blasting in an Open Pit Mine
Aitik Copper MineThe Aitik copper mine is situated in Sweden. It is one of Europe's largest open pit copper mines. Associated with the copper, large quantities of gold, silver and since 2008 molybdenum have been mined at Aitik.
Aitik Copper Mine in Sweden
Production Started with 2 Mt/y in 1968 and now 36 Mt/y
Proven Reserves : 520 Mt
Grade: 0.31 % Copper ,0.2 gr/t Gold & 2.0 gr/t Silver
Mine Life: 2025
Final pit depth: 400 m
Production Holes: 311 mm
W/O: 1:1
Pit Slope Design: 46 degree
Bench height: 15 m
Mine Specification
Presplit drilling pattern
Pre-split Holes 5 1/2 in
Production Holes 12 ¼ in
Buffer Holes 6 1/2 in
16m
10.5 m
15m15m
5.0 m
Typical presplit Drilling Design , Aitik Copper Mine in Sweden
5 ½” Pre-split holes15 m depth 22 degree incline
6 ½” Buffer holes15 m depth
12 ¼” Production holes16 m depth
12 ¼” Production holes17 m depth
4.5 m
5.0 m
4.5 m
10.5 m
8.0 m
6.0 m
Presplit blasting evaluationType of Damage Origin Correction
Back break around the presplit holes caused no half-casts visible
in fracture line
Shortage of burden or spacing in presplit line or excessive charging
in buffer or presplit holes
Modifying burden, spacing and hole charge density
Back break visible just around the presplit hole area
Detonation pressure in presplit holes was more than rock
compression strengthModifying hole charge density
and charging method
Back break visible just between the presplit hole area
Shortage of buffer row spacingIncreasing the spacing in buffer
row and decreasing charging density in buffer holes
Roughness and the irregularity of final wall behind the presplit
surface
Excessive spacing or shortage of burden in presplit row
Decreasing spacing and hole charge density in presplit
row
Shortage of rock breaking in final wall
Excessive burden between presplit and buffer rows
Decreasing burden between presplit and buffer rows
Excessive joints and cracks at final wall crest
High weathering and poor condition of final wall rock
Using guide holes between presplit holes or drilling
presplit holes with retract bitfor fracture control
Half-casts visible remained after blasting of presplit holes
Wall damages due to inappropriate spacing in presplit row
Key Notes Several techniques are used for improvement wall stability in open
pit mines which among them, presplit blasting is the most pragmatic and effective approach for tackling this issue in metal open pit mines
The influence of geology can never be completely eliminated but certain measures can be taken to ensure acceptable blasting results such as selecting appropriate drill rig to control minimum drilling deviation on presplit row
DTH and COPROD drilling systems give less deviation than the other drilling methods thus they could be right choices for presplit drilling
Orientation of geological structures has the great influence on the presplit fracture, thus, survey on structural mapping and joint sets is very important to obtain the good final wall in open pit mines
Visual evaluation of presplit blasting results and modifying parameters according to mentioned table is crucial to achieve successful results.
Thanks for your kind attention