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CPT Testing in Kilkenny: Continuous Soil Profiling You Can Trust

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Six metres of soft alluvium over limestone bedrock. That is what we hit on a recent job near the River Nore, right behind the castle stables. The architect had designed a light steel-frame extension, but the borehole logs from the 90s did not match what we were seeing at all. We ran a 2-tonne CPT crawler in through the back gate, pushed a 15 cm² cone down to refusal at 7.2 m, and had a continuous qc and fs profile ready before the crew finished their tea. In a town like Kilkenny, where the glacial till can pinch out without warning and the water table sits barely a metre down, moving fast with reliable data is the only way to protect the programme. Our laboratory integrates the CPT sleeve friction and pore pressure readings with in-situ permeability data, so the drainage assumptions in the foundation report are grounded in actual site behaviour rather than textbook tables.

A CPT log from Kilkenny's river gravels gives you stratigraphy in real time — no waiting for lab results, no guesswork on layer thickness.

Methodology and scope

The drift geology under Kilkenny city centre is a patchwork of limestone-derived till, fluvioglacial sands, and pockets of soft lacustrine clay. In the Hebron Industrial Estate area, we have measured undrained shear strength values below 25 kPa in the upper three metres, which drops the allowable bearing pressure dramatically for pad footings. A CPT truck pushes a 60-degree cone at a constant 20 mm/s, recording tip resistance, sleeve friction, and dynamic pore pressure on every centimetre. Because there is no sample disturbance, the numbers reflect *in-situ* conditions directly. When the profile shows a friction ratio above 4% combined with low cone resistance, we flag it immediately as potentially compressible clay and recommend pairing the data with a triaxial test on a Shelby-tube sample to confirm the effective-stress parameters. The equipment logs through cobble-rich layers that would stop a standard SPT split-spoon, giving us penetration up to 40 m in favourable ground.
CPT Testing in Kilkenny: Continuous Soil Profiling You Can Trust
Technical reference image — Kilkenny

Local geotechnical context

Kilkenny sits on a limestone plateau, and the transition from weathered rock to sound bedrock can be brutally sharp. We have seen sites off the Castlecomer Road where the cone hits refusal on a pinnacled rockhead at 1.8 m, while five metres away the same rig pushes through 9 m of saturated silt in a solution hollow. Relying on a single borehole in karst-affected ground is a gamble. A CPT grid picks up those hidden cavities and soft infills because the sleeve friction collapses the moment the cone loses confinement. The other risk we deal with regularly is excess pore-pressure build-up in the low-plasticity silts of the Nore floodplain: without a u2 measurement during penetration, the contractor may misjudge the consolidation time and end up with post-construction settlement. Our reports flag dissipation test results explicitly, so the structural engineer can set realistic bearing pressures from day one.

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Reference parameters

ParameterTypical value
Cone apex angle60°
Standard cone area10 cm² or 15 cm²
Penetration rate20 mm/s ± 5 mm/s
Measured parametersqc, fs, u2
Typical push capacity20 tonnes (soft to stiff soils)
Maximum depth (favorable ground)40 m
Data recording interval10 mm
Applicable standardI.S. EN ISO 22476-1:2012

Associated technical services

01

Piezocone (CPTu)

Standard 15 cm² electric cone with pore-pressure transducer at the u2 position. We push at 20 mm/s and record qc, fs, and u2 at 10 mm intervals. Ideal for soft clays along the Nore corridor where dissipation tests are required.

02

CPT with Soil Sampling

Combined CPT sounding and discrete push-in sampling using a Mostap or Gouda sampler. We recover 50 mm-diameter samples in thin-walled tubes for laboratory classification, Atterberg limits, or triaxial testing.

03

Seismic CPT (SCPT)

Standard cone fitted with a triaxial geophone at 1 m intervals. We measure shear-wave velocity (Vs) downhole during pauses in penetration. The profile feeds directly into Eurocode 8 site classification for seismic design.

Relevant standards

I.S. EN ISO 22476-1:2012 – Geotechnical investigation and testing – Field testing – Electrical cone and piezocone penetration test, Eurocode 7 (I.S. EN 1997-2:2007) – Ground investigation and testing, I.S. EN ISO 14688-1:2018 – Identification and classification of soil, National Annex I.S. EN 1997-2 NA:2010 – Irish-specific supplementary guidance, ICE Specification for Ground Investigation (2nd Edition) – UK/Ireland best practice

Frequently asked questions

How much does a CPT test cost in Kilkenny?

A single CPT sounding in the Kilkenny area typically runs between €140 and €220 per test point, depending on depth, access conditions, and whether piezocone or seismic cone is required. Mobilisation is quoted separately based on the rig size and distance. For a tight city-centre site where we need a mini-tracked unit, the rate sits at the upper end of that range because of the slower setup and shorter pushes.

When is a CPT better than a standard borehole?

CPT gives you a continuous, high-resolution profile without disturbing the soil. In layered ground — like the fluvioglacial deposits under Kilkenny — a borehole log can miss thin sand seams or soft clay lenses. The cone picks them up. CPT is also faster: we can log 20 metres in a couple of hours, whereas a cable-tool borehole to the same depth might take a full day.

Can you push through gravel or cobbles under Kilkenny?

It depends on the particle size and matrix. The limestone gravels in the Nore valley are often sub-angular and tightly packed. A 20-tonne rig will push through sandy gravel, but cobbles larger than 100 mm can cause refusal. We pre-auger the top metre if the fill is bouldery, and we always run a dissipation test before hitting refusal to confirm whether we are on a large boulder or true bedrock.

What standards do you follow for CPT testing in Ireland?

All our CPT work complies with I.S. EN ISO 22476-1:2012, which defines cone geometry, penetration rate, and calibration requirements. We also follow the Eurocode 7 framework (I.S. EN 1997-2:2007) for deriving geotechnical parameters from CPT data, and we use the Irish National Annex for correlation factors when calculating pile capacity from cone resistance.

Location and service area

We serve projects in Kilkenny and surrounding areas. More info.

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