OA18420A - System and method for underground blasting. - Google Patents

System and method for underground blasting. Download PDF

Info

Publication number
OA18420A
OA18420A OA1201700374 OA18420A OA 18420 A OA18420 A OA 18420A OA 1201700374 OA1201700374 OA 1201700374 OA 18420 A OA18420 A OA 18420A
Authority
OA
OAPI
Prior art keywords
detonators
perimeter
boreholes
interior
delay
Prior art date
Application number
OA1201700374
Inventor
Patrick Nill
Original Assignee
Detnet South Africa (Pty) Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Detnet South Africa (Pty) Ltd filed Critical Detnet South Africa (Pty) Ltd
Publication of OA18420A publication Critical patent/OA18420A/en

Links

Abstract

A simplified blasting system enables utilization of electronic delay detonators (23e) and pyrotechnie delay detonators (23p) in a simplified blasting set up. Both the electronic time delay detonators (23e) and the pyrotechnie delay detonators (23p) have shock tube fuses (32) which enables both types of detonators to be initiated by a common trunkline such as a low energy detonating cord trunkline (38). This system eliminates the need for separate firing systems, an electric firing system for electrically-initiated electronic delay detonators and a detonating cord trunkline for the nonelectrically-initiated pyrotechnie delay detonators.

Description

DETNET SOUTH AFRICA (PTY) LIMITED
SYSTEM AND METHOD FOR UNDERGROUND BLASTING CROSS-REFERENCE TO RELATED APPLICATION [0001] This application claims priority of U.S. provisional patent application Serial No. 62/136,936 filed on March 23, 2015 in the name of Patrick Nill and entitled System and Method For Underground Blasting.
BACKGROUND OFTHE INVENTION
Field of the Invention [0002] The présent invention is concemed with an underground blasting system comprising a plurality of detonators, some or ail of which are delay detonators, interconnected by one or more fuses, and a method of underground blasting using the system.
Description of Related Art [0003] There is ample art concerning underground blasting of tunnels. Two randomly selected examples are as follows. U.S. Patent 6,454,359 issued on September 24, 2002 to Dae Woo Kang for Method for Blasting Tunnels Using an Air Bladder is very briefly discussed below. U.S. Patent 4,216,998 issued on August -12, 1980 to Ray J. Bowen et al. for Method of Underground Mining by Pillar Extraction shows a method of sublevel caving and pillar and top coal extraction for mining thick coal seams.
[0004] As is well known, the sequence of détonation of explosive charges in a given blast must be accurately timed, with delays between detonators measured in milliseconds. To this end, many if not ail of the detonators in a blasting system are delay detonators which are characterized by containing an internai timing mechanism. The timing mechanism (“delay timer”) provides a delay period between the time a détonation signal is received by the detonator and the detonator is detonated. Such delay detonators may comprise either pyrotechnie or electronic delay timers.
[0005] In blasting operations, particularly in tunnel roadway blasting and underground mining,. typically.a plurality of boreholes are drilled into a geological formation such as a rock formation,Ore body or coal seam in a pattern which defines a tunnel. The pattern includes a plurality of perimeter boreholes positioned to define the walls of the tunnel and a plurality of interior boreholes positioned within the perimeter boreholes. Explosive charges are placed within the boreholes with one or more detonators emplaced within each of the explosive charges. For example, see Figures 1-2d and 4 of the aforesaid U.S. Patent 6,454,359 and the description thereof starting at column 1, line 15, (Figures 1-2d) and at column 4, line 29 (Figure4).
[0006] The detonators of such blasting Systems are interconnected by one or more fuses which are energized by a suitable blasting device to initiate a carefully timed sequence of explosions to blast a geological formation, such as a rock formation, ore body or coal seam. The rubble (muck) resulting from the blast is then removed. The operation is repeated to continue advancing to a tunnel through the geological formation.
[0007] An article by John Kovacs entitled Mine Development Optimisation - An Evolutionary Process was published in connection with the 12th AUSIMM Underground Operator’s Conférence, Adélaïde South Australia, Australia, 24-26 March 2014. This article discloses at page 54 under the heading “Stage 3-perimeter holes initiated with electronic detonator” the use of electronic detonators to initiate the perimeter holes in an underground tunnel blasting operation.
SUMMARY OF THE INVENTION [0008] Generally, in accordance with the présent invention, significant improvements in efficiency of tunnel roadway and underground blasting are attained by a blasting system in which detonators having electronic delay mechanisms (electronic delay detonators) and detonators having pyrotechnie delay mechanisms (pyrotechnie delay detonators) are ail initiated by non-electric fuses, for example, shock tube. This arrangement avoids the necessity of providing an electric wiring harness to initiate the electronic delay detonators and a separate non-electric trunkline, for example, low energy detonating cord, to initiate the pyrotechnie delay detonators. Thus, a plurality of both electronic and pyrotechnie delay detonators are equipped with, for example, shock tube fuses which are initiated by an ignition signal transmitted to the shock tube fuses by detonating cord or other suitable non-electric trunklines.
[0009] Specifically, in accordance with the présent invention there is provided a System for blasting a geological formation to form therein a tunnel having a perimeter wall enclosing an interior space, the system comprising the following components. A sériés of perimeter boreholes is disposed in such geological formation in a pattern corresponding to such perimeter wall, with explosive charges disposed in respective ones of the perimeter boreholes. A sériés of interior boreholes is disposed in such geological formation interiorly of the perimeter boreholes, with explosive charges disposed in respective ones of the interior boreholes. Electronic delay perimeter detonators having shock tube fuses are disposed in respective ones of the perimeter boreholes in signal-transfer communication with the explosive charges contained in the associated perimeter boreholes, and pyrotechnie delay interior detonators having shock tube fuses are disposed in respective ones of the interior boreholes in signal-transfer communication with the explosive charges contained in the associated interior boreholes. The fuses of both the perimeter detonators and the interior detonators being connected in signal-transfer communication with a non-electric trunkline, whereby to initiate both the perimeter detonators and the interior detonators by an initiation signal transmitted via the trunkline.
[0010] Another aspect of the présent invention includes that the trunkline comprises a single non-electric trunkline to which the fuses of the electronic delay detonators and the pyrotechnie delay detonators are connected. Another aspect provides for the non-electric trunkline to comprise detonating cord.
[0011] Yet another aspect of the présent invention provides a method for blasting a geological formation to form therein a tunnel having a perimeter wall enclosing an interior space, the method comprising the following steps. Drilling a sériés of perimeter boreholes into the geological formation in a pattern corresponding to such perimeter wall; and placing explosive charges in respective ones of the perimeter boreholes. Drilling a sériés of interior boreholes into the geological formation interiorly of the perimeter boreholes; and placing explosive charges disposed in respective ones of the interior boreholes. Emplacing electronic delay perimeter detonators having shock tube fuses into respective ones of the perimeter boreholes in signal-transfer communication with the explosive charges contained in the respective perimeter boreholes; and emplacing pyrotechnie delay interior detonators having shock tube fuses into respective ones of the interior boreholes in signal-transfer communication with the explosive charges contained in the respective interior boreholes. Connecting the fuses of both the perimeter detonators and the interior detonators in signal-transfer communication with a non-electric trunkline; and initiating both the perimeter detonators and the interior detonators by sending an initiation signal via the trunkline to the detonator fuses.
[0012] Another method aspect ofthe présent invention includes connecting the fuses of the perimeter detonators and the interior detonators to the same single, non-electric trunkline.
[0013] Yet another method aspect includes utilizing detonating cord as non-electric trunkline.
[0014] As used herein and in the claims, the term shock tube refers to non-electric signal transmission tubing comprising tubing, usually a synthetic polymer tubing, the interior wall of which is coated with a reactive mixture such as fine aluminum powder and a pulvérulent high explosive such as pentaerythritol tetranitrate (PETN).
BRIEF DESCRIPTION OF THE DRAWINGS [0015] Figure 1 is a schematic élévation view showing a blasting system in accordance with the prior art for tunneling into a face;
[0016] Figure 2 is a schematic élévation view showing a blasting system in accordance with an embodiment of the présent invention for tunneling into the same face illustrated in Figure 1;
[0017] Figure 2A is a schematic cross-sectional view, with part broken away, taken parallel to a typical perimeter borehole of Figure 2; and [0018] Figure 2B is a view identical to that of Figure 2A except that it is taken parallel to a typical interior borehole of Figure 2.
DETAILED DESCRIPTION OFTHE INVENTION AND SPECIFIC EMBODIMENTS THEREOF [0019] While efficient blasting operation is of course always important, in the case of underground mining operations it is especially critical during periods of relatively low prices for the ore, coal or minerai being mined. Whether in tunnel roadway construction or underground mining, efficient tunnel blasting operations dépend in part on the quality ofthe perimeter profile of the tunnel (cavity) created by the explosion. That is, the perimeter of the cavity left by blasting the geological formation should not be excessively fractured or weakened, but desirably should be a clean void profile, one without excessive cracking or irregularities along the walls of the tunnel to be created by the blast. Other factors impacting efficiency include control of blast fragmentation to provide a désirable range of sizes in the muck pile resulting from the blast, and réduction ofthe cycle time between successive blasts. The cycle time includes the time required to set up each blast, including connecting fuses to the detonators to be emplaced within the boreholes, as well as removing the muck pile generated in an earlier blast, drilling and loading new boreholes, etc.
[0020] As is well known in the art, electronic delay detonators (sometimes herein referred to simply as electronic detonators) provide much more accurate timing of initiation of the detonator than do pyrotechnie delay detonators (sometimes herein referred to simply as pyrotechnie detonators). Timing of explosions between different boreholes is desirably controlled within milliseconds of each other over a range of pre-selected delay periods. For example, it may be desired to hâve a 25 millisecond delay between détonations in certain boreholes, a 60 millisecond delay between détonations in other boreholes and, in some circumstances, a 1,500 millisecond, i.e., 1.5 seconds, delay between détonations in other boreholes. The range of déviation from the target détonation times of a sériés of detonators is referred to as the scatter range. Testing of long delay time pyrotechnie detonators such as LP16 pyrotechnie detonators revealed a scatter range of ±150 milliseconds. In contrast, testing of comparable detonators, such as a SmartShot™ electronic LP16 detonator manufactured by DetNet South Africa Pty Ltd., demonstrated a scatter range of only ±1 millisecond.
[0021] In blasting a geological formation, detonators are respectively disposed in explosive charges contained in respective perimeter and interior boreholes drilled into the geological formation, for example, into a rock or ore formation, coal seam or the like. It is known to utilize electronic delay detonators disposed in the explosive charges contained in the perimeter boreholes and to use pyrotechnie delay detonators disposed in the explosive charges contained in the interior boreholes. The use of pyrotechnie delay detonators in the interior boreholes reduces the overall cost of the detonators without adversely affecting the formation of a clean, i.e., regular, profile of the cavity generated by the blast.
[0022] Reducing to the extent possible the scatter range in the perimeter boreholes will minimize or at least reduce back breakage and overbreak and preserve the contour of the design profile of the cavity created by the blast (the blast cavity). The advantage provided by the orders of magnitude improvement in scatter range of electronic delay detonators as compared to the scatter range of pyrotechnie delay detonators is especially pronounced when poor ground conditions are encountered.
[0023] A typical environment of use of an embodiment of the present invention is disclosed in the John Kovacs article Mine Development Optimisation - An Evolutionary Process published in connection with the 12,h AUSIMM Underground Operator’s Conférence, Adélaïde South Australia, Australia, 24-26 March 2014. The entirety of this article is incorporated by reference herein and made part of this application. The author, John Kovacs, is a Senior Technical Consultant of DynoConsult, a company related to the assignée of this application, and authored the article based in part on information supplied to him by the inventor.
[0024] In conducting blasting operations to form tunnels in mining operations and the like, it is desired that the resulting blast cavity hâve no or reduced back breakage and no or reduced overbreak while avoiding or minimizing underbreak. Underbreak is the failure to attain the desired diameter of the blast cavity in parts of the cavity and is problematic as it may require a second operation to remove unwanted rock protruding into the blast cavity. (As used herein, the term rock has its broadest meaning as comprising a geological formation which may be rock, an ore body, a coal seam, etc.) Overbreak is the unwanted removal of rock beyond the planned diameter of the blast cavity in parts of the cavity and is problematic as it often requires reconstitution of the planned diameter with concrète or the like. Obviously, the occurrence of overbreak or underbreak is a serious problem as it slows production and requires additional work to rectify the situation. Back breakage is cracking of the rock adjacent to the perimeter of the blast cavity and is also problematic as it weakens the structure around the blast cavity. Reducing back breakage by largely confining the effect of the blast to the desired profile of the resulting blast cavity reduces the amount of ground support structure which may be required to reinforce the geological formation surrounding the blast cavity. Ground support structure includes installation of timber or steel support columns, ordesigning the blast to leave behind support columns ofthe rock being blasted. Avoiding the need to supply ground structure, as well as the attainment of more closely controlled size range of the rock in the muck pile, are advantages of using electronic detonators in the perimeter boreholes.
[0025] The use of pyrotechnie delay detonators in the interior boreholes provides a significant cost savings as compared to using electronic detonators throughout. However, the use of both electronic and pyrotechnie detonators in the same blast set-up complicates the fuse system because the prior art Systems required that the electronic detonators be shot with electric wire fuses and the pyrotechnie detonators be shot with shock tube fuses. The resulting hybrid wire/shock tube fuse system complicates installation, requires more extensive training of personnel and increases the chances of error during se-up of the blast.
[0026] Figure 1 schematically shows a prior art blasting system installed through face 20 of a geological formation g in which a tunnel 22 (which may, but need not, be a substantially horizontal tunnel) is to be blasted. Face 20 may be, for example, an underground mine face. Tunnel 22 may be a prospective tunnel or it may be an extension of an already existing tunnel. In any case, the blast cavity resulting from the blast will define a tunnel 22 having a nearly fiat floor 22a, opposite sidewalls 22b, 22c and a concave arched roof 22d. The boreholes of Figures 1 and 2 are numbered to correspond to the delay Period Number ofthe detonators emplaced in the boreholes. The following Table shows the delay period in milliseconds (ms) for various delay detonators.
Table
Period No. Delay Time (ms)
1 500
2 800
3 1100
4 1400
5 1700
6 2000
7 2300
8 2700
9 3100
Period No. Delay Time (ms)
10 3500
11 3900
12 4400
13 4900
14 5400
15 5900
16 6500
17 7200
18 8000
[0027] A pluralîty of perimeter boreholes 15,16,17 and 18 hâve respective electronic delay detonators disposed therein. The delay periods of the detonators respectively disposed in the perimeter boreholes 15,16,17 and 18 are, as shown (in milliseconds) in the above Table, 5.9, 6.5, 7.2 and 8.0 seconds. The perimeter boreholes 15,16, 17 and 18 are positioned to approximately define the desired profile of tunnel 22. The perimeter boreholes (and the interior boreholes as well) are substantially parallel to the longitudinal axis of the blast cavity, i.e., the tunnel 22, and so are substantially horizontal in a horizontal tunnel. As is conventional, face 20 has drilled into it a bum/cut hole B to provide, as is well known, a point of relief, that is, to provide room for shifting of rock during the initial stage of détonation.
[0028] A pluralîty of interior boreholes 1-8 and 10-14 are numbered to correspond to the delay Period Numbers ofthe detonators disposed in the interior boreholes. Thus, the delay periods of the detonators disposed in the interior boreholes vary, as shown (in milliseconds) in the above Table, from 0.5 seconds (Period No. 1) to 5.4 seconds (Period No. 14). The interior boreholes are positioned within the perimeter defined by the perimeter boreholes. The selected delay periods of detonators emplaced in the boreholes as described above is of course spécifie to a given case. Obviously, different delay periods and combinations of delay periods may be selected depending on the nature of the geological formation being blasted to form a tunnel of prescribed dimensions.
[0029] Each of the perimeter boreholes contains an explosive charge having embedded within it one or more electronic delay detonators whereas each of the interior boreholes contains an explosive charge and one or more pyrotechnie delay detonators. A harness wire 24 is connected via electric fuse wires 26 to electronic detonators respectively disposed within the perimeter boreholes. A relay electronic detonator 28 is connected via one of the electric fuse wires 26 to harness wire 24 and is detonated in order to initiate the detonating cord trunkline 30 which itself is connected by a plurality of shock tube fuses 32 to respective pyrotechnie delay detonators embedded within the explosive charges respectively disposed within the interior boreholes. ln order to initiate the blasting sequence, a firing signal from an electric blasting generator (not shown) sends an appropriate electric current through harness wire 24 thence via electric fuse wires 26 to the electronic detonators respectively disposed in each of the perimeter boreholes and to relay detonator 28. Initiation of relay detonator 28 initiâtes detonating cord trunkline 30 which in turn initiâtes each of shock tube fuses 32 to initiate the pyrotechnie detonators respectively disposed in the interior boreholes.
[0030] The prior art scheme illustrated in Figure 1 is seen to require two separate firing Systems respectively comprising electric harness wire 24 and detonating cord trunkline 30, as well as the extension of electric harness wire 24 to fire a relay electronic delay detonator 28. The latter must be connected in signal transmission relationship to detonating cord trunkline 30. Setting up this complex wiring scheme is time-consuming, requires maintaining in stock electric wire for electric harness wire 24 and detonating cord for detonating cord trunkline 30, electronic detonators having electric fuse wires 26 and pyrotechnie detonators having shock tube fuses 32. In addition, the relatively complex nature of the arrangement requires well trained personnel and is nonetheless more susceptible to connection errors, and therefore failures, than is the simplified and improved system ofthe présent invention, an embodiment of which is described below in connection with Figure 2.
[0031] Figure 2 schematically shows the same face 20 of geological formation g illustrated in Figure 1, and so the description of structures identically numbered to those of Figure 1 is not repeated. The face 20 of Figure 2 is drilled identically as in Figure 1, with interior boreholes 1-8 and 10-14, perimeter boreholes 15,16,17 and 18, and bum/cut hole B. As is the case in the prior art arrangement of Figure 1, the perimeter boreholes 15-18 are respectively loaded with explosive charges within which are embedded electronic delay detonators, and the interior boreholes similarly hâve therein explosive charges within which are embedded one or more pyrotechnie delay detonators. However, the embodiment of the présent invention illustrated in Figure 2 differs from the prior art arrangement of Figure 1 in that the electronic delay detonators hâve shock tube fuses 40 instead of electric wire fuses. Electronic delay detonators suîtable for use in the présent invention and having shock tube fuses are sold under the trademark DigiDet by DetNet South Africa (Pty) Ltd. A signaltransmitting detonator 34 has a fuse 34a connected to a signal-initiating device (not shown). Fuse 34a may be a shock tube fuse. Signal-transmitting detonator 34 is connected in signaltransmitting relationship with a detonating cord trunkline 38 which is connected by shock tube fuses 40 both to electronic delay detonators in the perimeter boreholes, as well as to pyrotechnie delay detonators in the interior boreholes. The electronic delay detonators are embedded in respective explosive charges disposed in respective ones of the perimeter boreholes as exemplified by Figure 2A, and the pyrotechnie delay detonators are embedded in respective explosive charges disposed in respective ones ofthe interior boreholes as exemplified in Figure 2B. Initiation of detonating cord trunkline 38 by signal-transmitting detonator 34 initiâtes ail shock tube fuses 40 to initiate the detonators contained in both the perimeter and interior boreholes.
[0032] Figure 2A shows a typical perimeter borehole n formed in geological formation g and containing an explosive charge c within which is embedded an electronic delay detonator 23e from which extends a shock tube fuse 32. Shock tube fuse 32 exits from perimeter borehole n at face 20 and is connected to detonating cord trunkline 30.
[0033] Figure 2B shows a typical interior borehole n’which is substantially identical to the perimeter borehole of Figure 2A except that a pyrotechnie delay detonator 23p is utilized. Pyrotechnie delay detonator 23p is embedded within an explosive'charge c’and its shock tube fuse 32 exits from interior borehole n’at face 20 and is connected to detonating cord trunkline 30.
[0034] The blasting system of Figure 2 is seen to be greatly simplified relative to the prior art system illustrated in Figure 1. Instead of having to wire both electrical and detonating cord Systems, only a single detonating cord trunkline is required. This reduces the items which must be kept in stock and greatly simplifies the set-up procedure, thereby both lessening tr'aining requirements and greatly reducing the prospects for error. Set-up time is also reduced.
[0035] When utilizing electronic delay detonators in the perimeter boreholes, control of the perimeter of the void created by the blast was so précisé that half-barrel markings were noticeableinlhev/allsOf the resulting blast cavity. These markingsare the longitudinal half of perimeter boreholes and their presence at the edge of the void created by the blast shows how accurately the void perimeter was formed. This accuracy was attained despite the use of pyrotechnie delay detonators in the interior boreholes.
[0036] While the invention has been described in detail with reference to a spécifie embodiment, it will be appreciated that numerous variations may be made to the described embodiment, which variations nonetheless lie within the scope of the présent invention.

Claims (6)

  1. What is claimed is:
    1. A system for blasting a geological formation to form therein a tunnel having a perimeter wall enclosing an interior space, the system comprising:
    a sériés of perimeter boreholes disposed in such geological formation in a pattern corresponding to such perimeter wall, with explosive charges disposed in respective ones of the perimeter boreholes;
    a sériés of interior boreholes disposed in such geological formation interiorly of the perimeter boreholes, with explosive charges disposed in respective ones of the interior boreholes;
    electronic delay perimeter detonators having shock tube fuses are disposed in respective ones ofthe perimeter boreholes in signal-transfer communication with the explosive charges contained in the associated perimeter boreholes, and pyrotechnie delay interior detonators having shock tube fuses are disposed in respective ones of the interior boreholes in signal-transfer communication with the explosive charges contained in the associated interior boreholes;
    the fuses of both the perimeter detonators and the interior detonators being connected in signal-transfer communication with a non-electric trunkline, whereby to initiate both the perimeter detonators and the interior detonators by an initiation signal transmitted via the trunkline.
  2. 2. The system of claim 1 comprising a single non-electric trunkline to which the fuses of the electronic delay detonators and the pyrotechnie delay detonators are connected.
  3. 3. The system of claim 1 or claim 2 wherein the non-electric trunkline comprises detonating cord.
  4. 4. A method for blasting a geological formation to form therein a tunnel having a perimeter wall enclosing an interior space, the method comprising the following steps: drilling a sériés of perimeter boreholes into the geological formation in a pattern corresponding to such perimeter wall;
    placing explosive charges in respective ones of the perimeter boreholes;
    drilling a sériés of interior boreholes into the geological formation interiorly of the perimeter boreholes;
    placing explosive charges disposed in respective ones of the interior boreholes; emplacing electronic delay perimeter detonators having shock tube fuses into respective ones of the perimeter boreholes in signal-transfer communication with the explosive charges contained in the respective perimeter boreholes;
    emplacing pyrotechnie delay interior detonators having shock tube fuses into respective ones of the interior boreholes in signal-transfer communication with the explosive charges contained in the respective interior boreholes;
    connecting the fuses of both the perimeter detonators and the interior detonators in signal-transfer communication with a non-electric trunkline; and initiating both the perimeter detonators and the interior detonators by sending an initiation signal via the trunkline to the detonator fuses.
  5. 5. The method of claim 4 further comprising connecting the fuses of the perimeter detonators and the interior detonators to the same single, non-electric trunkline.
  6. 6. The method of claim 4 or claim 5 comprising utilizing detonating cord as the non-electric trunkline.
OA1201700374 2015-03-23 2016-03-22 System and method for underground blasting. OA18420A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US62/136936 2015-03-23

Publications (1)

Publication Number Publication Date
OA18420A true OA18420A (en) 2018-11-02

Family

ID=

Similar Documents

Publication Publication Date Title
US9482507B2 (en) Method of underground rock blasting
EP0692611B1 (en) Method for excavating a working face
CN103940309B (en) A kind of method of underground blasting Cheng Jing
BRPI0416409B1 (en) detonation method of multiple layers of material in a detonation field in open cut mining for recoverable ore
CN108132005B (en) A kind of method of short-delay blasting in medium-length hole upward hole
JP2019113309A (en) Blast construction method
AU2016235369B2 (en) System and method for underground blasting
US20120017792A1 (en) Method of blasting
Agrawal et al. Evolution of digital detonators as an intelligent tool for control blasting in Indian mines.
CN109974545B (en) Medium-length hole blasting suspended roof processing method in sublevel caving method
US3511538A (en) Apparatus and process for excavating with explosives
KR100536609B1 (en) Controlled rock blasting method for protection of rock slope face in bench blasting
KR100527878B1 (en) Controlled rock blasting method utilizing electric detonator and non electric detonator
OA18420A (en) System and method for underground blasting.
CN102927863A (en) New method for blasting construction of all-rock tunnel
CN220454425U (en) Deep hole presplitting blasting device
KR102417586B1 (en) Method for blasting contour hole of tunnel using paper pipe and detonating cord, road slope blasting method and urban bedrock blasting method
Zou et al. Contour Blasting for Underground Excavation
Mishra et al. Rapid excavation of tunnels using innovative drilling and blasting techniques
Mishra et al. Innovative developments in drilling and blasting techniques for rapid excavation of drivages in mines.
KR100447286B1 (en) Tunnel long hole blasting 2 row explosive blasting method
Mukherjee Management of Blast through Electronic Detonator
CN116878346A (en) Deep hole pre-splitting blasting device and method thereof