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Aberdeen, UK
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Seismic Tomography Surveys in Aberdeen: High-Resolution Refraction and Reflection Imaging

The 24-channel Geometrics Geode seismograph with a spread of 4.5 Hz vertical geophones arrives on site in Aberdeen, typically deployed along a cleared traverse across the glacial till that blankets much of the city. A 10 kg sledgehammer source on an aluminium strike plate generates a compressional wave that travels through the layered drift deposits and into the underlying Dalradian metamorphic basement — the same bedrock that shapes the topography from Kingswells to the harbour. Each shot gather records first-arrival times across the array, building a dataset that will be processed with iterative ray-tracing inversion to produce a 2D P-wave velocity cross-section. For deeper targets like buried channels or fault zones cutting the Aberdeen area, a seismic reflection setup with 48 channels and a weight-drop source recovers reflected energy from impedance contrasts at depth. The technique maps the geological structure without a single borehole, which is particularly useful in the city centre where access constraints and buried utilities limit invasive investigation. Before committing to a drilling programme, many ground engineering consultants in Aberdeen combine this geophysical imaging with test pitting to calibrate the upper two metres of the velocity model against direct visual logs.

A 2D velocity cross-section from a seismic tomography survey in Aberdeen often reveals buried channels incised into bedrock that no borehole log alone would have captured.

Our approach and scope

BS 5930:2015+A1:2020 and Eurocode 7 (BS EN 1997-2:2007) frame the acquisition and interpretation requirements for geophysical ground investigation in the UK, and in Aberdeen these standards carry specific weight because of the city's complex Quaternary stratigraphy. The succession of glacial tills, glaciofluvial sands, and glaciolacustrine silts overlying weathered Dalradian schist creates velocity contrasts that seismic tomography resolves with vertical resolution on the order of one to two metres. A 115-metre spread with 5-metre geophone spacing captures data to depths of approximately 35 to 45 metres below ground level, sufficient to image the bedrock surface and any significant infilled depressions. Where the subsurface includes saturated granular layers — common in the former river terrace deposits of the Dee — P-wave velocities jump above 1,500 m/s, providing a clear marker for water table position. For projects near the coast, the technique also detects saline intrusion interfaces that affect both geotechnical parameters and long-term concrete durability in foundations. When the target is deeper than 50 metres, a seismic refraction survey with longer offsets can extend the depth of investigation, though the tomographic inversion of first-arrival traveltimes remains the preferred workflow for near-surface characterisation in the Granite City.
Seismic Tomography Surveys in Aberdeen: High-Resolution Refraction and Reflection Imaging

Site-specific factors

A recurring mistake on Aberdeen construction sites is treating the bedrock surface as a planar, gently sloping interface when in reality the Dalradian basement displays a highly irregular palaeotopography carved by Pleistocene glacial scouring. Boreholes spaced on a 20-metre grid can miss a narrow buried channel by a metre, and the designer then assumes competent rock at a uniform depth across the footing footprint. A seismic tomography line run between the boreholes detects the infilled depression as a low-velocity anomaly — often a soft, compressible clay or loose sand — that would cause differential settlement under structural load. Another local hazard is the presence of granite corestones within the weathered profile; these boulders produce high-velocity kicks in the tomogram that, if misinterpreted as the top of unweathered rock, lead to premature refusal during piling and a change of foundation methodology that no one budgeted for. The cost of remobilising a piling rig and redesigning the foundation system far exceeds the cost of a two-day seismic survey acquired early in the site investigation phase.

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Regulatory framework

BS 5930:2015+A1:2020 – Code of practice for ground investigations, BS EN 1997-2:2007 (Eurocode 7) – Ground investigation and testing, BS 1377 – Standard Guide for Seismic Refraction, BS EN ISO 22475-1:2021 – Geotechnical investigation and testing

Complementary services

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2D Seismic Refraction Tomography

A 24- or 48-channel array deployed with 2.5 to 5-metre geophone spacing records P-wave first arrivals. The traveltime data are inverted using a curved-ray tomography algorithm to produce a 2D velocity cross-section with depth. This is the standard method for bedrock profiling, rippability assessment, and detecting buried channels or fault zones in the Aberdeen area.

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Seismic Reflection Profiling

For targets deeper than 50 metres — such as verifying the depth to the Aberdeen granite batholith or mapping major fault structures — a 48-channel reflection survey with a weight-drop or accelerated weight-drop source records reflected energy from subsurface impedance contrasts. Processing includes CMP sorting, NMO correction, and post-stack time migration to produce a seismic section interpretable by the project geotechnical engineer.

Typical parameters

ParameterTypical value
P-wave velocity in dry granular soils (m/s)250 – 700
P-wave velocity in saturated sands (m/s)1,400 – 1,800
P-wave velocity in competent granite (m/s)4,000 – 5,500
P-wave velocity in weathered schist (m/s)1,200 – 2,500
Typical depth of investigation (refraction, 115 m spread)30 – 45 m
Typical depth of investigation (reflection, 48-channel)60 – 150 m
Geophone spacing (standard)2.5 – 5 m
Source type (shallow)10 kg sledgehammer

Common questions

What is the typical cost of a seismic tomography survey in Aberdeen?

For a single 2D refraction tomography line of 115 metres with 24 geophones, the survey cost in the Aberdeen area ranges from £2,400 to £3,630, depending on site access conditions, the number of shot points required, and whether traffic management or pedestrian control is needed. Longer lines, reflection profiles, or multi-line grids are quoted on a project-specific basis after a desktop review of the site geology.

How does seismic tomography compare with boreholes for bedrock profiling in Aberdeen?

Seismic tomography provides continuous 2D coverage between borehole locations, whereas a borehole gives a point measurement. In Aberdeen's glacial terrain, where the bedrock surface can undulate significantly over short distances, a tomographic line run between two cored boreholes can reveal infilled depressions, steps, or corestone zones that the boreholes alone would miss. The two methods are complementary: boreholes calibrate the velocity model with direct lithological data, and the seismic section extends that knowledge laterally.

What depth of investigation can I expect from a seismic refraction survey in the Aberdeen area?

The depth of investigation depends primarily on the spread length and the velocity structure of the subsurface. With a 115-metre active spread, the tomographic inversion typically resolves features to depths of 35 to 45 metres in Aberdeen's glacial drift and weathered bedrock conditions. A 230-metre spread with 48 channels can reach 70 to 90 metres, sufficient to image the contact between the Dalradian metasediments and the underlying granite pluton in many parts of the city.

Location and service area

We serve projects in Aberdeen and surrounding areas.

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