Surface mining - Strip, Open-Pit, Quarrying - Britannica

14 Jul.,2025

 

Surface mining - Strip, Open-Pit, Quarrying - Britannica

Pit geometry

Deposits mined by open-pit techniques are generally divided into horizontal layers called benches. The thickness (that is, the height) of the benches depends on the type of deposit, the mineral being mined, and the equipment being used; for large mines it is on the order of 12 to 15 metres (about 40 to 50 feet). Mining is generally conducted on a number of benches at any one time. The top of each bench is equivalent to a working level, and access to different levels is gained through a system of ramps. The width of a ramp depends on the equipment being used, but typical widths are from 20 to 40 metres (65 to 130 feet). Mining on a new level is begun by extending a ramp downward. This initial, or drop, cut is then progressively widened to form the new pit bottom.

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The walls of a pit have a certain slope determined by the strength of the rock mass and other factors. The stability of these walls, and even of individual benches and groups of benches, is very important—particularly as the pit gets deeper. Increasing the pit slope angle by only a few degrees can decrease stripping costs tremendously or increase revenues through increased ore recovery, but it can also result in a number of slope failures on a small or large scale. Millions of tons of material may be involved in such slides. For this reason, mines have ongoing slope-stability programs involving the collection and analysis of structural data, hydrogeologic information, and operational practices (blasting, in particular), so that the best slope designs may be achieved. It is not unusual for five or more different slope angles to be involved in one large pit.

As a pit is deepened, more and more waste rock must be stripped away in order to uncover the ore. Eventually there comes a point where the revenue from the exposed ore is less than the costs involved in its recovery. Mining then ceases. The ratio of the amount of waste rock stripped to ore removed is called the overall stripping ratio. The break-even stripping ratio is a function of ore value and the costs involved.

Ore reserves

The first step in the evaluation and design of an open-pit mine is the determination of reserves. As was explained above, information regarding the deposit is collected through the drilling of probe holes. The locations of the holes are plotted on a plan map, and sections taken through the holes give a good idea of the ore body’s vertical extent. From these vertical sections the tentative locations of the benches are selected. However, since the deposit is to be mined in horizontal benches, it is also convenient to calculate the ore reserve in horizontal sections, with the thickness of each section equal to the height of a bench. These horizontal sections are divided along coordinate lines into a series of blocks, with the plan dimensions (i.e., the length and width) of each block generally being one to three times the bench height. After the grade of each block has been determined, the blocks are assembled into a block model representation of the ore body. (This model must be significantly larger than the actual ore reserve in order to include the eventual pit that must be dug to expose the ore body.)

Economic factors such as costs and expected revenues, which vary with grade and block location, are then applied; the result is an economic block model. Some of the blocks in the model will eventually fall within the pit, but others will lie outside. Of the several techniques for determining which of the blocks should be included in the final pit, the most common is the floating cone technique. In two dimensions the removal of a given ore block would require the removal of a set of overlying blocks as well. All of these would be included in an inverted triangle with its sides corresponding to the slope angle, its base lying on the surface, and its apex located in the ore block under consideration. In an actual three-dimensional case, this triangle would be a cone. The economic value of the ore block at the apex of the cone would be compared with the total cost of removing all of the blocks included in the cone. If the net value proved positive, then the cone would be mined. This technique would be applied to all of the blocks making up the block model, and at the end of this process a final pit outline would result.

Unit operations

The largest open-pit operations can move almost one million tons of material (both ore and waste) per day. In smaller operations the rate may be only a couple of thousand tons per day. In most of these mines there are four unit operations: drilling, blasting, loading, and hauling.

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In large mines rotary drills are used to drill holes with diameters ranging from 150 to 450 mm (about 6 to 18 inches). The drill bit, made up of three cones containing either steel or tungsten carbide cutting edges, is rotated against the hole bottom under a heavy load, breaking the rock by compression and shear. An air compressor on the drilling machine forces air down the centre of the drill string so that the cuttings are removed. In smaller pits holes are often drilled by pneumatic or hydraulic percussion machines. These rigs may be truck- or crawler-mounted. Hole diameters are often in the range of 75 to 120 mm (about 3 to 5 inches).

Holes are drilled in special patterns so that blasting produces the types of fragmentation desired for the subsequent loading, hauling, and crushing operations. These patterns are defined by the burden (the shortest distance between the hole and the exposed bench face) and the spacing between the holes. Generally, the burden is 25 to 35 times the diameter of the blasthole, depending on the type of rock and explosive being used, and the spacing is equal to the burden.

There are a number of explosives used, but most are based on a slurry of ammonium nitrate and fuel oil (ANFO), which is transported by tanker truck and pumped into the holes. When filled with ANFO, a blasthole 400 mm (about 16 inches) in diameter and 7.5 metres (about 25 feet) deep can develop about one billion horsepower. It is incumbent upon those involved in the drilling and blasting to turn this power into useful fragmentation work. To achieve the proper fragmentation, a series of blastholes is generally shot in a carefully controlled sequence.

The object of blasting is to fragment the rock and then displace it into a pile that will facilitate its loading and transport. In large open pits the main implements for loading are electric, diesel-electric, or hydraulic shovels, while electric or mechanical-drive trucks are used for transport. The size of the shovels is generally specified by dipper, or bucket, size; those in common use have dipper capacities ranging from 15 to 50 cubic metres (20 to 65 cubic yards). This means that 30 to 100 tons can be dug in a single “bite” of the shovel. The size of the trucks is matched to that of the shovel, a common rule of thumb being that the truck should be filled in four to six swings of the shovel. Thus, for a shovel of 15-cubic-metre capacity, a truck having a capacity of 120 to 180 tons (four to six swings) should be assigned. The largest trucks have capacities of more than 350 tons (about 12 swings) and are equipped with engines that produce more than 3,500 horsepower; their tire diameters are often more than 3 metres (10 feet). Because of their high mobility, very large-capacity wheel loaders (front-end loaders) are also used in open-pit mines.

As pits became deeper—the deepest pits in the world exceed 800 metres (2,600 feet)—alternate modes of transporting broken ore and waste rock became more common. One of these is the belt conveyor, but in general this method requires in-pit crushing of the run-of-mine material prior to transport. For most materials a maximum angle of 18° is possible. To transport directly up the sides of pit walls, special conveying techniques are under development.

After loading, waste rock is transported to special dumps, while ore is generally hauled to a mineral-processing plant for further treatment. (In some cases ore is of sufficiently high quality for direct shipment without intermediate processing.) In some operations separate dumps are created for the various grades of sub-ore material, and these dumps may be re-mined later and processed in the mill. Certain dumps can be treated by various solutions to extract the contained metals (a process known as heap leaching or dump leaching).

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Drilling in Surface Mine.pdf - SlideShare

  • 1. DRILLING IN SURFACE MINE Manas Kumar Mallick Assistant Professor Department of Mining Engineering BIT Sindri, Dhanbad MODULE -3
  • 2. Introduction • Drilling equipment and methods are used by the construction and mining industries to drill holes in both rock and earth. • Purposes for which drilling are performed, vary a great deal from general to highly specialized applications.
  • 3. Mechanical: Percussion, rotary, rotary-percussion Thermal: Flame, plasma, hot fluid, freezing Hydraulic: Jet erosion, cavitation Sonic: High frequency vibration Chemical: Microblast, dissolution Electrical: Electric arc, magnetic induction Seismic: Laser ray Nuclear: Fusion, fission Classification of rock drilling system
  • 4. 1. Manual drilling 2. Mechanized drilling On the other hand, the types of work, in surface as well as in underground operations, can be classified in the following groups: •Bench drilling •Drilling for drifting and tunneling •Production drilling •Drilling for raises •Drilling rocks with overburden •Rock Supports TYPES OF DRILLING OPERATIONS USED IN ROCK BREAKING
  • 5. 1. The principle methods of rock drilling used in mines today are mechanical and driven by either impact or simple rotation. 2. Alternative methods, employing heat, flame, high- pressure water, or high voltage electric discharges, for example, are used only in particular situations or in laboratory studies. PRINCIPLES OF DRILLING
  • 6. Factors affecting Drilling • Bit types and their geometry • Applied thrust and rotational speed • Flushing rate and flushing media • Rock Properties
  • 7. CLASSIFICATION OF DRILLING METHOD Rock Drilling Rotary Drilling With drag bit With tricone rock roller bit With diamond coring bit Percussive Drilling With rigid rod Cable/Churn drilling Rotary- Percussive Drilling Top Hammer Down the Hole Thermal/ Jet Piercing
  • 8. • Rotary drilling can be subdivided into Rotary cutting and Rotary crushing. • Rotary cutting creates the hole by shear forces, breaking the rock's tensile strength. • The drill bit is furnished with cutter inserts of hard metal alloys, and the energy for breaking rock is provided by rotation torque in the drill rod. • Rotary crushing breaks the rock by high point load, accomplished by a toothed drill bit, which is pushed downwards with high force. Rotary Drilling
  • 9. Advantages Disadvantages 1. Most rock formations can be drilled 2. Water and mud supports unstable formations 3. Fast Operation is possible above and below the water- table. 4. Possible to drill to depths of over 40 metres. 1. Requires capital expenditure in equipment 2. Water is required for pumping 3. There can be problems with boulders 4. Rig requires careful operation and maintenance. Rotary Drilling
  • 10. • Percussion drilling is a drilling technique in which a drill bit attached to rope or cable is repeatedly raised and lowered, impacting soil and rock, and making a hole deeper. • The energy required to break the rock is generated by a pneumatic or hydraulic rock drill. Percussion drilling
  • 11. Advantages Disadvantages 1. Unlike any other drilling method, percussion can remove boulders and break harder formations, effectively and quickly through most types of earth. 2. Percussion drilling can in principle deal with most ground conditions. Can drill hundreds of feet (one well hand-drilled in China in was over feet deep). 3. Can drill further into the water table than dug wells, even drilling past one water table to reach another. 1. The equipment can be very heavy and relatively expensive. 2. Especially in harder rock the method is slow (weeks, rather than days). 3. When temporary casing has to be used, the time taken driving and removing it can significantly increase drilling time. 4. Equipment costs are high and the method is slow (resulting in high cost / drilled meter). Percussive drilling
  • 12. • Rotary drilling is limited to rock with low tensile strength such as salt, silt and soft limestone not containing abrasive quartz minerals. • Maximum single-pass drilling: 20 m (65 ft.). • Percussion drilling is suitable for unconsolidated and consolidated formations: Sand, silt, stiff clays, sandstone, laterite and gravel layers. • Manual percussion drilling is generally used up to depths of 25 meters. Suitable conditions
  • 13. • Detaching the large rock mass from its parent deposit is known as rock breakage. When a tool is loaded onto a rock surface, stress is built up under the contact area. The way the rock responds to this stress depends on the rock type and the type of loading, for example, the drilling method. • Rock breakage by percussive drilling can be divided into four phases: Crushed zone Crack formation Crack propagation Chipping MECHANICS OF ROCK BREAKING
  • 14. CONSTRUCTION OF DRILLING EQUIPMENT Drilling equipment components a) Rock drill, b) feed equipment, c) drilling rod, d) bit, e) support, f) operating media, g) cuttings discharge system, h) carrier, i) accessories
  • 15. • A pneumatic or electro-mechanical tool that combines a hammer directly with a chisel. • It was invented by charles brady king. • Handheld and unmounted drill used for vertically downward drilling. • Powered by •Compressed air •Electric motors •Hydraulically powered • Weights from 15 to 25 kgf • Used for drilling upto a depth of 2 m (rarely 3 m) • Hole diameter, is generally 25 to 37 m and rarely 50 mm. • In a few cases a jack hammer may be mounted on an air leg for drilling inclines holes. Jackhammer
  • 16. • Refers to the Model 83 Gardener Denver drill. • The “jack” in jackleg came from the use of the term jack to describe any immigrant miner from Cornwall, England. These highly skilled men dominated the hard rock workforce of the era. • “Leg” in jackleg, referred to a compressed-air cylinder that is used to change the elevation of the drill and apply pressure against the rock. • Jackleg drills are still used in today’s mining processes. • Jacklegs were set up on a portable leg that could be angled into the face. • Instead of a rotary motion, the drills used a hammering motion to pound into the hole. Jackleg
  • 17. • A stopper is a drill for drilling upward and derives its name from its widespread use in mine stopes. • It is used normally for wet drilling. • It is mounted on some type of rig or frame and is mechanically fed into the work. • Stopper drills are used primarily on up-hole or overhead drilling because of the automatic-feed characteristics. • The usual stoper is a hammer drill with a self-rotating drill bit and an automatic feed Stoper
  • 18. • A drifter is mounted drill, generally designed for horizontal drilling. • It is heavier than the jack hammer and is used is quarries and for tunnel driving. • Widely used mounting is the column and arm and the drill may be used for wet as well as dry drilling. Its working is like a jack hammer. • A drifter is either a hydraulic or pneumatic powered rock or ground drill placed on top of a feed. • Drifters are used in mining, construction, exploration and natural science. Drifter
  • 19. • Drifter type drill capable of movement up and down as vertical guide and mounted on a portable frame fitted with wheels or crawler. • The hole dia, is from 50 to 100 mm and the depth drilled ranges from 3 to 15 m. • The drifter provides the rotary motion as well as the percussive action to the drill rods, and in turn to the drill bit. • The drill is detachable X type with tungsten carbide insert. • Total meterage drilled in an 8- hour shift is 60-70 m in rocks like sandstone, coal, etc. Wagon Drill
  • 20. • In this system the top-hammer’s piston hits the shank adapter and creates a shock wave, which is transmitted through the drill string to the bit. • The energy is discharged against the bottom of the hole and the surface of the rock is crushed into drill cuttings. • These cuttings are in turn transported up the hole by means of flushing air that is supplied through the flushing hole in the drill string. • As the drill is rotated the whole bottom area is worked upon. The rock drill and drill string are arranged on feeding device. • The feed force keeps the drill constantly in contact with the rock surface in order to utilize the impact power to the maximum. Top- Hammer Drilling
  • 21. • In this system the down-the-hole hammer and its impact mechanism operate down the hole. • The piston strikes directly on the bit, and no energy is lost through joints in the drill string. • The drill tubes (rods, steels) convey compressed air to the impact mechanism and transmit rotation torque and feed force. • The exhaust air blows the holes and cleans it and carries the cuttings up the hole Down The Hole (DTH) Drilling
  • 22. 1. This is very simple method for the operates for deep and straight hole drilling. 2. In surface mines 85 – 165 mm (3.4” – 6.5”) hole diameters is the usual range. DTH Drilling
  • 23. Top Hammer and Down The Hole (DTH) Drilling
  • 24. • The augur drill is the simplest type of rotary drill in which a hallow-stem augur is rotated into the ground without mud or flushing. • The continuous-flight augurs convey the cuttings continuously to the surface. • This also works on the rotary cutting principle. • Auger drilling is restricted to generally soft unconsolidated material or weak weathered rock. • It is cheap and fast. Augur Drill
  • 25. CLASSIFICATION OF DRILLING EQUIPMENTS (BASED ON MOUNTING Rock Drill Mounting Hand held Jack hammer General drilling, Shaft sinking Pusher leg Jack leg, Stoper Tunneling, Raising Column and bar Drifter Drilling parallel hole Rig Drifter Ring and fan drilling Carriage Drifter, Rig Tunneling, drilling rings
  • 26. MOTIVE POWER OF ROCK DRILLS
  • 27. DRILL ADAPTABILITY • The type of rock drill used in mining drilling is generally determined by the hole diameter required and the mechanical properties, principally hardness, of the rock. • A top hammer is commonly employed for drilling of holes less than 125 mm in diameter in all but the hardest rock, although a rotary cutting method may instead be used for soft rock. • For hole diameters greater than 125 mm, rotary crushing with a three- cone bit is used in rock weaker than an upper limit that depends on the diameter of the hole, and DTH drilling is used for harder rocks.
  • 28. • It is important to understand the type of formation intended to be drilled so an accurate recommendation can be made as to which type of bit would be best for a specific project. • Today's drilling professional has a wide array of choices. • Rock drill bit is made from the highest quality tungsten carbide steel and precision machined to produce a perfect drilling tool. • These bits are then heat-treated to the proper hardness which facilitates excellent surface compression and fatigue resistance. ROCK DRILL BITS
  • 31. SELECTION OF DRILL • Drill selection for a particular application should be based on the technological and cost factors. It is considered that the lower cost is obtainable in soft rock with rotary drag- bit drilling, in medium and hard rock with rotary roller-bit and rotary- percussion drilling, and in very hard rock with percussion drilling. Use of percussive drills is very common in underground metalliferous mines and tunnels. The rotary drills are common in underground coalmines. • In surface mines both types of drills have applications depending upon the rock types.
  • 32. •Site condition •Type of rock •Blasting requirement design • Drillability factor •Operating Variables •Performance parameters •Machine availability •Cost •Maintenance Factors for Drill selection
  • 33. Cost vs. hole size for percussive drills operating at low pressure Penetration rate vs. hole diameter for percussive drills operating at low pressure PRODUCTION AND COST (PERCUSSIVE DRILLING)
  • 34. Drilling cost for rotary drills drilling holes of different size. different materials using rotary drills of different hole diameter capability Tons drilled per operating hour in PRODUCTION AND COST (ROTARY DRILLING)
  • 35. Wedge Cut/ ’V’ Cut Top view Front view
  • 36. Wedge Cut/ ’V’ Cut • Blast holes are drilled at an angle to the face in a uniform wedge formation so that the axis of symmetry is at the centre line of the face. • The cut displaces a wedge of rock out of the face in the initial blast and this wedge is widened to the full width of the drift in the subsequent blasts, each blast being fired with detonators of suitable delay time. • The apex angle is as near as possible to 60 degree. • This type of cut is particularly suited to large size drifts, which have well laminated or fissured rocks.
  • 37. Pyramid Cut Top view Front view
  • 38. Pyramid Cut/ Diamond Cut • Pyramid or diamond cut is a variation of wedge cut where the blast holes for the initial cavity may have a line of symmetry along horizontal axis as well as the vertical axis. • Four or six shot holes are derived at the middle of the face which at the end to form a cone or pyramid shape. • The length of the holes are approximately 15 cm more than the other type of holes. • The charging is done mainly at the apex of the cut holes, so that it creates a face to fire the next with delays. • These cuts are generally used for blasting hard rock mass.
  • 39. Drag Cut Top view Front view
  • 40. Drag Cut • The drag cut is particularly suitable in small sectional drifts where a pull of up to 1 m is very useful. • More number of shot holes are required in this case compared to other pattern in the same cross sectional area. • This is used for the soft rock formation.
  • 41. Fan Cut Top view Front view
  • 42. Fan Cut • The fan cut is one half of a wedge cut. • It is applicable mainly where only one machine is employed in a narrow drive. • Generally the depth of the pull obtainable is limited to 1.5 m. • This cut is not recommended for hard rock formation. • This is recommended for solid blasting in underground coal mine.
  • 43. Burn Cut Arabic Numerals: Short delay, Roman Numerals: Long delay
  • 44. Burn Cut • A series of parallel hole is drilled closely spaced at right angles to the face. • One hole or more at the centre of the face are uncharged. • The uncharged holes are often of larger diameter than the charged holes and form zones of weakness that assist the adjacent charged holes in breaking out the ground. • Since all holes are at right angles too the face, hole placement and alignment are easier than in other types of cuts. • The burn cut is particularly suitable for use in massive rock such as granite, basalt etc.
  • 45. Coromant Cut
  • 46. Coromant Cut • A new drill hole pattern in which two overlapping holes of diameter about 57 mm are drilled in the tunnel center and left uncharged. • These holes form a slot roughly 10.2 cm by 5.1 cm to which the easers can break. • All the holes in the round are parallel and in line with the tunnel. • Short-delay detonators are used for the easer holes and 1/2-s delays for the rest of the round. • A pull of 3.0 m per round has been obtained in strong rock with 3.2 m holes. • Explosive consumption for the easer holes is about 0.3 kg/m of hole.
  • 48. Ring Hole Pattern • The drills holes are made relatively smaller (40 to 50 mm dia.), bored with percussion rock drills mounted on a column and drifter with extension drill steel to a maximum length of 25 to 30 m. • The effect in blasting can be disastrous as ring drilling requires accuracy in hole placement to obtain proper fragmentation. • The problem of hole deviation, now a days, have been overcome greatly because of introduction of sophisticated and accurate drilling machines; by which the deviation is bare minimum.
  • 49. DEVELOPMENT IN ROCK DRILLING
  • 50. • Drill Bit Optimization is carried out nowadays to increase the efficiency of drilling. • High-end well planning software, such as SPARTATM, Direction by DesignTM, MaxDrillTM, and iBitSTM, analyze formation properties, define the application, and match bit design to the application. • The software calculates drill bit efficiency in real time in relation to formation type and rock strength, and provides recommendations on drilling parameters, expected rate of penetration and projected bit wear. Drill Bit Optimization
  • 51. Special Drilling Method • Apart from the standard drilling equipment, other options are available for the special application. • Very large hole drilling (Sinking shaft, Raise driving which are vertical drivages & TBM, High wall Mine Auger which are for horizontal drivages)
  • 52. MANUFACTURERS
  • 53. Numerical • Determine the boring rate of a 75 kW raise boring machine using disc cutters on a 2m diameter head. Assume correct thrusting. The shape of the indenter is not very well defined with the disc cutter. However, a few centimeters of the disc are in contact with the rock as the disc rolls and chips are long and narrow with a width of about 4 cm. Take the width of the chip as the value for a. Assume the Constant (Kp = 1.5x 10 ^6)
  • 54. Question and Answer 1. What is the modified design of pyramid cut? a. Wedge Cut b. Cone Cut c. Fan Cut d. None of these
  • 55. Question and Answer 2. Which of the following drilling pattern is suitable for uniform thickly bedded and hard rocks. a. Wedge Cut b. Pyramid Cut c. Fan Cut d. Cone Cut
  • 56. Question and Answer 3. Which drilling pattern depends on the direction of the cleavage plane a. Drag Cut b. Fan Cut c. Wedge Cut d. Cone Cut
  • 57. Question and Answer 4. Which drilling pattern is used for making small drift in underground mine. a. Fan Cut b. Drag Cut c. Ring Hole Drilling d. Cone Cut
  • 58. Question and Answer 5. Drilling pattern is used for making drill holes which are made at right angle to the face. a. Burn Cut b. Coromant Cut c. Both (a) and (b) d. None of these
  • 59. Question and Answer 6. In which drilling pattern some holes are uncharged during loading of explosives. a. Wedge Cut b. Burn Cut c. Cone Cut d. Pyramid Cut
  • 60. Question and Answer 7. Which cut is effective in hard, brittle and homogenous ground. a. Wedge Cut b. Burn Cut c. Pyramid Cut d. None of these