GEOTECHNICAL ENGINEERING
PORTLAOISE
HomeGeophysicsMASW / VS30 (shear wave velocity)

MASW and VS30 Shear Wave Velocity Measurement in Portlaoise

Practical geotechnics, field-tested.

LEARN MORE

Portlaoise sits on a subtle drumlin landscape where glacial till overlies limestone bedrock, creating abrupt lateral changes in stiffness that seismic refraction alone often misses. The damp Irish midlands climate keeps the shallow water table high year-round, softening the upper layers and altering the effective stress regime. A MASW survey cuts through this ambiguity, delivering a continuous VS30 profile that ties directly to Eurocode 8 ground type classification. The non-dispersive nature of the limestone at depth and the variable thickness of overburden make surface-wave methods particularly efficient here compared to invasive borehole techniques. When planning any structure requiring seismic design verification, the seismic microzonation framework benefits directly from the shear wave velocity data we collect across Portlaoise and the wider Laois region.

Surface-wave dispersion inversion provides a VS30 value in under two hours on a Portlaoise greenfield site, without a single borehole.

Our service areas

How we work

The field setup for a Portlaoise MASW survey deploys a 24-channel seismograph with 4.5 Hz vertical geophones spaced at 2 to 3 metres, depending on the target investigation depth. The source is typically a 10 kg sledgehammer striking an aluminium plate on compacted ground, generating Rayleigh waves in the 5–30 Hz band that penetrate 15 to 30 metres into the glacial till profile. The dispersion curve is extracted via the phase-shift method and inverted using a least-squares algorithm to produce a 1D shear wave velocity model beneath the array midpoint. Data quality in Portlaoise benefits from the relatively quiet ambient noise environment outside the town centre, though the proximity of the M7 motorway corridor requires notch filtering during weekday acquisitions. Each profile is processed against the I.S. EN 1998-1:2005 classification thresholds, with VS30 values routinely falling in the 180–360 m/s range for the stiff glacial tills, placing most Portlaoise sites in ground type C. The entire workflow complies with the guidelines of the Irish National Annex to Eurocode 8.
MASW and VS30 Shear Wave Velocity Measurement in Portlaoise
Technical reference — Portlaoise

Local ground factors

A recurring observation from geotechnical campaigns across Portlaoise is the presence of soft lacustrine clay lenses interbedded within the glacial till, particularly near the Triogue River floodplain and the low-lying ground east of the town centre. These lenses can be less than two metres thick and are easily missed by spaced boreholes, yet they drop the shear wave velocity locally below 180 m/s, shifting the site classification from type C to type D under Eurocode 8. A single MASW line that straddles the transition zone will capture this velocity inversion clearly in the dispersion image, flagging the need for targeted CPT probing. Overlooking such soft inclusions leads to an unconservative seismic base shear calculation in the structural design, a risk that becomes material for essential facilities and school buildings where performance requirements are stricter under the Irish National Annex.

Need a geotechnical assessment?

Reply within 24h.

Email: contact@geotechnical-engineering.co

Explanatory video

Regulatory framework

I.S. EN 1998-1:2005 (Eurocode 8 — Design of structures for earthquake resistance), Irish National Annex to I.S. EN 1998-1, I.S. EN 1997-2:2007 (Eurocode 7 — Ground investigation and testing), IAEG guidelines for seismic site classification using surface waves, Foti et al. (2018) — Guidelines for the good practice of surface wave analysis

Technical data

ParameterTypical value
Geophone array24-channel, 4.5 Hz vertical component
Source type10 kg sledgehammer on aluminium striker plate
Typical investigation depth15 to 30 metres in Portlaoise glacial till
VS30 ground type (I.S. EN 1998-1)Type C (180–360 m/s) for stiff till, Type B for shallow rock
Frequency range analysed5–30 Hz (Rayleigh wave fundamental mode)
Inversion algorithmLeast-squares iterative 1D shear wave velocity
Acquisition time per spread20–40 minutes depending on array length
Reporting standardI.S. EN 1998-1:2005 + Irish National Annex

Common questions

What is the typical cost of a MASW survey for a single residential site in Portlaoise?

A single-family dwelling site in Portlaoise with one MASW spread and a VS30 classification report typically falls between €1,550 and €2,670, depending on site access, the number of spreads required to characterise lateral variability, and whether combined P-wave refraction is added. Sites with dense vegetation or restricted linear access may require additional preparation time.

Is MASW accepted by Laois County Council for planning applications?

Yes. MASW is an accepted ground investigation method under Irish planning regulations, particularly where seismic site classification to Eurocode 8 is required. The method is non-invasive and causes no ground disturbance, which is an advantage on constrained Portlaoise sites. The report references I.S. EN 1998-1:2005 and the Irish National Annex, meeting the technical requirements set by the council's engineering department.

How deep can a MASW survey see in the typical glacial till around Portlaoise?

With a 24-channel array and a 2-metre geophone spacing — the standard configuration for Portlaoise sites — the effective investigation depth reaches 25 to 30 metres into the glacial till. If the limestone bedrock is shallower, the depth is naturally limited by the bedrock interface, which produces a clean velocity contrast in the dispersion image and is reliably identified in the inverted profile.

Location and service area

We serve projects in Portlaoise and surrounding areas.

View larger map