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Seismic Tomography for Site Investigation in Cambridge

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Cambridge's building stock spans over eight centuries, from medieval college foundations resting on Gault Clay to modern laboratories in the West Cambridge site. This layered history directly shapes today's geotechnical requirements. The River Cam's alluvial corridor, with its soft silts and hidden peat lenses, demands subsurface imaging techniques that go beyond isolated boreholes. Seismic tomography provides a continuous two-dimensional velocity section, mapping the interface between made ground, river terrace gravels, and the underlying Gault Formation. For deeper targets, such as the Chalk bedrock at 25 to 40 metres, reflection processing resolves structural discontinuities that affect pile design. The method is particularly relevant where test pits cannot reach sufficient depth and borehole SPT data requires spatial interpolation between investigation points.

Velocity contrasts between Gault Clay and Chalk bedrock are diagnostic for mapping dissolution features that threaten foundation integrity in Cambridge.

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How we work

Field acquisition in Cambridge typically uses a 48-channel seismograph with 4.5 Hz geophones at 2-metre spacing, generating a 94-metre spread. Energy sources vary: an accelerated weight drop works on college playing fields, while a sledgehammer and plate suffice for pavement surveys along Trinity Street or King's Parade. The short spread length keeps operations compact, essential when working between listed buildings or bicycle lanes. Data processing applies tomographic inversion algorithms to first-arrival travel times, producing a velocity model that distinguishes fill (300-600 m/s), terrace gravels (800-1,200 m/s), Gault Clay (1,500-1,800 m/s), and Chalk (2,200+ m/s). Reflection processing on longer spreads can image the Chalk surface and any solution features within it. The final output integrates with MASW results to constrain shear-wave velocity profiles for seismic site classification under BS EN 1998.
Seismic Tomography for Site Investigation in Cambridge
Technical reference — Cambridge

Local considerations

Cambridge sits at approximately 6 to 25 metres above Ordnance Datum, with groundwater in the terrace gravels typically within 2 metres of ground level. The real hazard lies deeper. The Chalk bedrock beneath the city contains dissolution pipes and cavities formed by centuries of groundwater circulation along joints. A borehole might miss a 2-metre void by one metre laterally and report competent rock. Seismic tomography detects these features as low-velocity anomalies before they become construction emergencies. On the West Cambridge site, where the Gault Clay thins over a buried Chalk high, differential settlement risk increases. Omitting a geophysical survey that maps bedrock topography across the footprint can lead to pile toe refusals, redesign delays, and cost overruns on piling contracts. Planning permission in conservation areas also requires demonstration that investigation methods are minimally invasive.

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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 EN 1998-1:2004 + A1:2013 — Seismic design of structures, A3: Geophysical investigation (BS 5930 Section 9)

Typical values

ParameterTypical value
Typical survey depth (refraction)30-40 m with 94 m spread
Reflection depth range25-80 m (Chalk bedrock and deeper)
Geophone frequency4.5 Hz vertical component
Source type (urban)Sledgehammer or accelerated weight drop
Gault Clay velocity range1,500-1,800 m/s
Chalk velocity (competent)2,200-2,800 m/s
Reporting standardBS 5930:2015 + A1:2020

Questions and answers

What depth can seismic tomography reach in Cambridge's geology?

With a 94-metre spread, refraction tomography reliably images to 30-35 metres depth, sufficient to map the Gault Clay-to-Chalk transition across most of the city. Reflection surveys can extend this to 80 metres or more, resolving deeper Chalk structure. Depth penetration depends on source energy and the velocity contrast between layers. The high-velocity Chalk beneath low-velocity Gault Clay creates an excellent reflector for imaging bedrock topography.

Is seismic tomography suitable for urban sites between listed buildings?

Yes. The method uses surface geophones and a small impact source, causing no structural vibration beyond a few metres. Surveys along pavements or in college courtyards proceed without excavation or drilling. Data quality in urban settings benefits from high-fold coverage and careful noise editing during processing. We routinely work in Cambridge's conservation areas with minimal disruption to pedestrian and cycle traffic.

How much does a seismic tomography survey cost in Cambridge?

Survey costs in Cambridge typically range from £2,100 to £4,580 depending on line length, target depth, and whether refraction-only or combined refraction-reflection processing is required. A single 94-metre refraction line with interpretation falls at the lower end. Multiple crossing lines or high-resolution reflection processing with CDP stacking increases cost. All quotes include mobilisation, data acquisition, processing, and a BS 5930-compliant interpretative report.

What's the difference between refraction and reflection tomography?

Refraction tomography uses first-arrival travel times to build a velocity model of the subsurface, optimal for mapping gradually increasing velocity with depth and detecting lateral variations such as dissolution zones. Reflection processing captures energy returned from sharp acoustic impedance contrasts, like the Gault-Chalk boundary, and produces a structural image similar to a depth section. We often combine both on the same dataset for near-surface characterisation plus deeper structural mapping.

Location and service area

We serve projects in Cambridge and surrounding areas.

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