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MASW & VS30 Shear Wave Velocity Surveys in Cambridge

Evidence-based design. Reliable delivery.

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A deep basement excavation off Huntingdon Road last autumn ran into a classic Cambridge problem: Gault Clay at 4 metres, but the shear wave velocity profile was anything but uniform. The contractor had assumed a generic VS30 of 220 m/s for the foundation design. Our crew ran a 69-metre MASW line across the site and measured 195 m/s in the upper 8 metres, dropping to 180 m/s where the weathered clay transitioned into the underlying Woburn Sands. That 15% difference pushed the site from ground type D to a borderline D/E classification under BS EN 1998-1, triggering a redesign of the pile caps. When you are working on the Cam valley's complex Quaternary geology, generic assumptions cost money. We combine the MASW profile with seismic microzonation analysis when the project sits near the river corridor, where alluvial silts and peat lenses can create sharp velocity contrasts over distances as short as 30 metres.

A measured VS30 of 180 m/s versus an assumed 220 m/s in Cambridge Gault Clay can shift your seismic classification from D to borderline D/E, and that changes everything in the foundation budget.

Our service areas

How we work

BS 5930:2015+A1:2020 and Eurocode 7 (BS EN 1997-1:2004+A1:2013) make VS30 the primary parameter for seismic site classification across the UK, and Cambridge is no exception. The city sits on a patchwork of Lower Cretaceous Gault Formation clay, shallow chalk to the south-east near Cherry Hinton, and Quaternary river gravels along the Cam. A single borehole log will not capture lateral velocity variations across these transitions. Our MASW method uses a 24-channel seismograph with 4.5 Hz geophones and a 10 kg sledgehammer source, generating a dispersion curve from surface wave data processed through the phase-shift technique. We invert the curve to produce a 1D shear wave velocity profile down to 30 metres. For sites where the chalk bedrock is suspected above 20 metres depth, we run a longer spread and cross-check with downhole seismic in SPT boreholes to anchor the inversion model, because MASW alone can lose resolution at the clay-chalk interface.
MASW & VS30 Shear Wave Velocity Surveys in Cambridge
Technical reference — Cambridge

Local considerations

Cambridge has been building upwards since the 1960s when the university expansion and the rise of the science parks started pushing foundations beyond the historic college footprint. The problem is that much of the city centre and the western growth corridor sits on the Gault Formation, a stiff overconsolidated clay that looks competent in a standard borehole log but can exhibit shear wave velocities as low as 160 m/s in its upper weathered zone. Combine that with the Cam's floodplain alluvium north of Jesus Green, where peat lenses and soft silts reduce velocities further, and you have sites where the seismic site class can vary by a full category across the same development parcel. A desk study alone will not pick this up. Without a direct measurement of VS30 via MASW, you are essentially guessing your seismic load parameters, and that guess carries a real risk of either over-engineering the foundations or, worse, underestimating the spectral acceleration for the structural design.

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Regulatory framework

BS 5930:2015+A1:2020 – Code of practice for ground investigations, BS EN 1997-1:2004+A1:2013 – Eurocode 7: Geotechnical design – General rules, BS EN 1998-1:2004+A1:2013 – Eurocode 8: Design of structures for earthquake resistance – General rules, seismic actions and rules for buildings (UK National Annex)

Typical values

ParameterTypical value
Survey methodActive MASW, 24-channel linear array
Target depth30 m (VS30) standard; extendable to 50 m for deep basin profiling
Geophone frequency4.5 Hz vertical component, 2 m spacing
Source type10 kg sledgehammer on aluminium plate; weight drop for deeper targets
Data processingPhase-shift dispersion analysis, 1D shear wave velocity inversion
Output parametersVS30, VS profile, soil classification per BS EN 1998-1 Table 3.1
Applicable standardsBS 5930:2015+A1:2020, BS EN 1997-1:2004+A1:2013, BS EN 1998-1:2004+A1:2013
Typical survey duration2-4 hours per line, depending on site access and array length

Questions and answers

What is the cost of a MASW survey in Cambridge?

Our standard single-line VS30 survey in the Cambridge area runs between £1,360 and £2,240, depending on site access, the length of the array required, and whether we need to coordinate traffic management for roadside locations. A multi-line package for larger developments typically falls in the upper end of that range per line, with a slight discount applied when multiple lines are acquired on the same day. Every quote includes the field crew, all equipment, data processing, and the signed technical report with the shear wave velocity profile.

How does MASW compare to a downhole seismic test in a borehole?

MASW is a surface-based, non-invasive method that gives you a continuous shear wave velocity profile without drilling. It excels at capturing lateral variability because you can move the array quickly and run multiple lines in a single day. A downhole seismic test in a borehole gives you higher vertical resolution at the cost of being a single-point measurement. In Cambridge, where the Gault Clay thickness and weathering grade can change noticeably over short distances, we often recommend running one MASW line and one downhole test in a key borehole location. The two datasets calibrate each other and produce a ground model that is far more solid than either method alone.

What are the site requirements for running a MASW line in Cambridge?

We need a clear, straight run of approximately 69 metres for a standard 24-channel array with 2-metre geophone spacing. The ground surface should be reasonably level—grass, compacted gravel, asphalt, or bare soil all work fine. We cannot set up on loose rubble or heavily vegetated ground without some preparation. For sites in central Cambridge with limited space, we can shorten the array and accept a shallower investigation depth, though we will discuss the trade-offs with you before confirming the survey design. The source impact is a sledgehammer strike, so noise is minimal and we do not require any special permits for most locations.

Location and service area

We serve projects in Cambridge and surrounding areas.

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