
01
Open Pit Bench Blasting
Pattern, charge and delay design to the production target; controlled bench shots.
Drilling & Blasting Engineering
Blast pattern design, drilling, charging and delay firing for open pits, tunnels and excavation sites; every shot is verified with vibration monitoring and fed back into the next design in a closed loop.
Service Scope
The full chain — permits, technical specifications and procurement through site execution, measurement and reporting. Every project is designed to its rock mass, surroundings and fragmentation target; services are available individually or turnkey.

01
Pattern, charge and delay design to the production target; controlled bench shots.

02
Precise advance through face design, cut layout and perimeter hole control.

03
Low-vibration, small-diameter controlled shots near settlements and infrastructure.

04
Fragmentation, muckpile and vibration prediction; closed-loop optimisation with post-blast analysis.

05
PPV and air overpressure measurement, standard-based assessment and a signed report.

06
Holes true to pattern with measured deviation; quality control through drill logs.

07
Custom bolt and nut design that releases diversion tunnel gates within seconds in an emergency.

08
We build project-specific calculation tools and software for blast design, powder factor and cost estimation.

09
Technical specifications, contractor agreements and acceptance criteria for explosive procurement by public and private organisations.

10
Explosive purchase and use permits; regulation-compliant follow-through from application file to permit delivery.

11
Crew training on storage, charging and firing practice; on-site supervision during the first shots.

12
Specialised blasting for harbours, cofferdams and underwater excavation using waterproof charges and delay firing.
Method & Design
Move your cursor over the panel — in this 4-row × 7-hole bench model, initiation starts at the free face and steps back row by row. As the front row throws rock forward, the rows behind break to the new void: vibration drops, fragmentation and muckpile shape stay under control.
Specialised Blasting Application
Harbour and berth deepening, excavation inside cofferdams and removal of submerged rock levels are done by delay-firing holes drilled underwater and loaded with waterproof charges. The water column acts as stemming — the design goal is to break the rock at the planned level while keeping water shock and scatter within limits.








Custom Engineering
When a diversion tunnel must discharge in an emergency, the gate has to open without delay. Mechanical release mechanisms can seize under load at that moment; an explosive bolt instead uses a small charge placed inside the nut to cut it at a designed section and free the bolt instantly.
DTEX designs these bolts: the shear section for the gate load, the charge cavity inside the nut, the charge weight and the firing circuit are calculated per project — and verified with a full-scale trial shot before going to site.









Preliminary Assessment
Adjust the pattern and charge to pre-assess the explosive consumed per cubic metre of rock (powder factor).
q = Q / (B · S · H)
Rock volume per hole: 105 m³
This calculation is for preliminary assessment. The final pattern is designed on site to the rock unit, discontinuities, hole diameter and fragmentation target.
Engineering ToolsInternational Framework
Blast-induced vibration is assessed and reported against whichever of the standards below fits the project geography, structure type and employer specification.
USBM RI 8507
Frequency-dependent PPV limit curves; the common reference for residential structures.
OSMRE 30 CFR 816.67
Distance-based maximum allowable PPV and scaled distance application rules.
DIN 4150-3
Short-term vibration thresholds by structure type and frequency band.
BS 7385-2
Setting cosmetic damage thresholds for transient vibration.
ISO 4866
Sensor placement, recording and data processing principles.
EN 13630 / EN 13763
Conformity requirements for safety fuse, detonators and initiation systems.
Field Media
Videos play on hover; every frame enlarges on click. All footage is from the DTEX archive.








An explosive purchase and use permit, certified blaster qualifications and a site-specific safety plan are required. After the project survey we provide you with the permit list and its timeline.
Yes — a structure inventory is compiled, site constants are established with a trial shot, and the charge and delay design is set to the limit of the selected standard. Every shot is recorded with a vibration monitor.
When holes fire in sequence at millisecond intervals, the charge detonating at any instant is smaller; vibration drops, rock is thrown forward in a controlled way and fragmentation improves.
Through correct bottom charge, adequate stemming, pattern discipline and shot direction control; blast mats are used where needed and safety distances are defined in the site plan.
Fragmentation is a function of rock mass, pattern and powder factor. The target size is set to crusher/screen capacity, measured with post-blast image analysis, and the design improves with every shot.
Yes. We run the explosive purchase and use permit process in line with national legislation and the international rules the project is subject to — from preparing the application file to delivery of the permit.
For explosive procurement by public and private organisations we prepare regulation-compliant technical specifications and contract annexes covering needs definition, product and equipment characteristics, acceptance criteria, safety and storage conditions and contractor obligations.
It spans the process from explosive supply to the final application on site: crew training on storage and transport rules, charging and firing practice, safety instructions and record keeping; on-site supervision during the first shots and ongoing consultancy afterwards.
Because the hole is full of water, waterproof charges and detonators rated for water pressure and sleep time are used. Circuit continuity is tested underwater, and the time from charging to firing is limited in the design.
The impact is assessed through the in-water pressure wave (overpressure). The delay plan reduces the charge firing at any instant, damping measures such as bubble curtains are applied where needed, and measurement records are reported.
Diversion tunnel gates must be released within seconds in an emergency. Mechanical release mechanisms may not operate reliably in that window; in an explosive bolt, a small charge placed inside the nut cuts it at a designed section and frees the bolt instantly.
Before installation, a full-scale assembly is mounted on steel plate of the same thickness and trial-fired. Separation at the designed section, absence of plate damage and fragment scatter contained by the blast mat are inspected and confirmed.
Yes. Drilling, blast design and vibration monitoring services are also available separately.
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