Making subsurface resources visible with seismic methods
We acquire 2D/3D data with vibroseis and seismic explosive sources to build the subsurface velocity model and structural section; the same team measures and reports blast-induced vibration — single responsibility from survey to report.
From Survey to ReportEnd-to-end single responsibility
One Discipline, Two Lines
One engineering discipline, two distinct service lines
Seismic data acquisition and vibration monitoring rest on the same physics. DTEX runs both lines with its own crew; the two services can be procured separately or together.
Measuring blast-induced vibration, checking limits and reporting.
Structure inventory and monitoring-point plan
Calibration of site constants K and β with trial shots
Limit comparison against the selected standard
Record archive and a signed assessment report
Method & Analysis
Every shot in the field becomes a decision in the office
Move your cursor over the panel — the geophone line’s response to the source comes alive as a representation. In a real project these traces are inverted into a velocity model and a structural section.
Live Trace — Geophone LineMove the cursor over the panel
01
Survey and spread designLine geometry, source–receiver spacings and the access plan are optimized for the site.
02
Data acquisitionRecording with vibroseis and/or explosive source; a daily quality-control loop runs in the field.
03
Processing and inversionNoise attenuation, statics, velocity analysis and migration; transition to the 2D/3D structural model.
04
ReportingSections, models and recommendations delivered as one package — direct input to engineering decisions.
Design & Field Work
How do we work in the field?
▶
Charge PreparationPreparing the seismic charge at the source point and checking connections.
▶
Detonator PlacementSetting up the initiation system; every step verified against a checklist.
▶
Hole OperationsPreparing the source hole and applying the stemming.
Preliminary Assessment
Try the vibration estimate yourself
Change the charge weight and the distance to pre-assess the expected peak particle velocity (PPV) via scaled distance.
PPV = K · (R / √Q)−β
—mm/s
Scaled distance: — m/kg½
DIN 4150-3 — residential (low frequency)5 mm/s
USBM RI 8507 — typical residential12.7 mm/s
DIN 4150-3 — industrial structures20 mm/s
This calculation is for preliminary assessment. Site constants K and β are calibrated per project with trial-shot measurements.
Acquisition and assessment follow recognized international standards
Seismic data is delivered in international recording and positioning formats; vibration records are assessed against the standard that suits the project geography, structure type and client specification.
USBM RI 8507
Structure-response limit curves
The U.S. Bureau of Mines’ frequency-dependent PPV limit curves; a common reference for residential structures.
OSMRE 30 CFR 816.67
Blasting control criteria
Distance-based maximum allowable PPV and scaled-distance application rules.
DIN 4150-3
Vibration effects on structures
Short-term vibration thresholds by structure type and frequency band; the framework most often required in Europe.
BS 7385-2
Building damage assessment
Setting cosmetic-damage thresholds in buildings for non-continuous vibration.
ISO 4866
Measurement and evaluation principles
General principles of structural vibration measurement: sensor placement, recording and data processing.
AS 2187.2 / SN 640312a
Australian & Swiss norms
Regionally accepted norms for blasting safety and vibration impact assessment.
SEG-Y rev2 / SEG-D
Seismic data recording & delivery formats
Recording and delivering raw and processed seismic data in internationally accepted formats.
SEG-P1 / UKOOA P1-90
Positioning data format
Reporting source and receiver coordinates in the standard positioning format.
IAGC HSE Guidelines
Land seismic operation safety
The International Association of Geophysical Contractors’ field health, safety and environment practice guidelines.
Field Footage
Frames from the operation
Plays on hover, enlarges on click. All footage is from the DTEX archive.
Vibroseis convoy — aerialReceiver spread layoutVibroseis unit — close-upOperations campSource array taking a bend — aerialSource layout along the lineFiring-line connectionSource-hole drilling and charge loadingLine work near a settlementVibroseis units advancing along the line
Which permits does a seismic survey require?
The permit set depends on the source type (vibroseis / explosive) and the work area. After the site survey we hand you a project-specific permit list and a process timeline.
How is vibration risk managed near settlements?
A structure inventory is prepared before work, site constants are determined with trial measurements, and source energy is designed against the limit of the selected standard. All records are reported.
Which standard governs the assessment?
If the client specification names a standard, we follow it; if not, we propose the international standard best suited to the structure type and geography and agree on it in writing.
Why use seismic dynamite (an explosive source)?
An explosive source produces a broadband, high-energy signal in a single shot. That means stronger reflections from deep targets — and the ability to acquire data at points that steep, rough terrain keeps vibroseis trucks out of.
Why is dynamite needed when vibroseis exists?
A vibroseis unit is a heavy vehicle; it needs roads, manageable slopes and load-bearing ground. In forest, on steep slopes, across farmland and along lines with restricted access, the source point can only be reached with a drilled hole and a buried charge. A buried charge also couples energy straight into the ground, so ground-roll noise is lower.
Is seismic dynamite the same as conventional blasting?
No. A seismic charge is used to generate a signal, not to break rock; it is usually small and fired in a hole buried a few metres deep. The aim is a controlled, repeatable wave — not fragmentation.
Does dynamite use put the environment and structures at risk?
Because the charge is buried and small, its effect is limited; even so, a structure inventory is prepared for every line, charges are designed by the scaled-distance rule and monitored with vibration measurements. Where readings approach the limit, the charge is reduced or the source is switched to vibroseis.
Can the two sources be combined?
Yes. On the same line, vibroseis can work the accessible stretches while explosive sources cover the sections that are hard to reach or need higher energy — a hybrid spread.
Can I procure monitoring only?
Yes. Blast-induced vibration monitoring, recording and reporting is available independently of seismic data acquisition.
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