CONE PENETRATION TESTING
Part of our Data Acquisition Solution
Piezocone penetration testing (CPTu) has many advantages over traditional site investigation techniques. CPTu has a very high level of accuracy, taking readings from undisturbed, in-situ soil. With an average resolution of 2cm and capable of averaging over 100m of testing per day, it is not a surprise that CPTu is being used by the industry more than ever.
Our CPT Crawler Rig
Central Alliance’s cone penetration testing (CPT) crawler rig is capable of tracking through most terrains. Offering a 200 kN push from a stable platform and able to average over 100 m of data acquisition per day, its 1.7 m jack legs ensure good data control on undulating sites. The rig includes a wireless remote control, enabling the operator to safely track the rig from outside with maximum visibility.
Central Alliance has conducted cone penetration testing on a variety of sites across the UK and Europe, including work on projects with national significance such as HS2.
Central Alliance processes the CPT data in-house, producing bespoke reports to suit our clients needs. The processed results are provided in AGS and Excel formats.
Our CPT Capabilities
Piezocone (CPTu) Testing
Central Alliance offers testing with 15 cm² and 10 cm² piezocones to provide detailed data to understand soil composition, strength, and consolidation characteristics. By measuring tip resistance, sleeve friction, and pore water pressure, our piezocone testing delivers invaluable insights that support geotechnical assessments, foundation design, and construction planning.
Magnetometer for UXO Clearance – Available as Combined with CPTu
This can be performed independently or in combination with CPTu to detect subsurface metal objects, anomalies, buried structures, or unexploded ordnance (UXO). We can provide UXO clearance engineers to provide a watching brief and reporting, ensuring your site is compliant with UXO-related regulations.
Pore Pressure Dissipation Testing
CPTu dissipation testing measures excess pore pressure decay after stopping cone penetration. The results help determine soil consolidation, permeability, and drainage characteristics, particularly in fine-grained soils such as clays and silts.
Seismic CPT Testing
This can also be performed independently, or in combination with CPTu to measure shear and compressional wave velocities, providing information about soil stiffness, strength, and dynamic properties with increasing depth.
Gamma Cone – for Chalk/Clay Delineation
Combined with the CPTu cone, the gamma sensor measures subsurface gamma radiation. This method is primarily used to differentiate between chalk and clay, which can be difficult or impossible to distinguish based on material properties alone.
Other testing services can be provided upon request
Instrumentation & Four Main CPT Parameters
We can provide a variety of probes so we can tailor site-specific testing suitable for a range of sites.
Our Current Range Includes:
- 10 cm² CPT Piezocone (Subtraction type)
- 15 cm² CPT Piezocone (Subtraction type)
- Ball-Shaped Tip for 10 cm² Piezocone
- Magnetometer
Four Main CPT Parameters
- Cone end resistance (qc)
- Friction (fs)
- Pore pressure (u2)
- Inclination
Included with Standard CPTu Testing
Displaying Your CPT Data
Central Alliance can produce a range of report styles to provide data to suit your project.
There are many geotechnical parameters that can be derived or estimated from CPTu testing.
Reports are provided to show the results of the ground investigation, which can be personalised to outline site-specific requirements.
A standard CPTu report contains the following information
- AGS Data
- Soil behaviour type (SBT)
- Soil behaviour type index (Ic SBT)
- Relative density (Dr%)
- Shear strength (Su kPa)
- Standard penetration test (SPT) N60
- Friction angle
Central Alliance can provide an advanced report that can test for and provide any of the following information:
- Permeability (K)
- Constrained modulus (M)
- Young’s modulus (Es)
- Modified soil behaviour type index (IB)
- Modified soil behaviour type (Mod. SBTn)
- Peak/effective friction angle
- Dry unit weight
- Porosity (n)
- Soil sensitivity (St)
- Residual strength ratio
- Bulk Unit Weight
- Water content (w%)
- Void ratio (e)
- Undrained shear strength ratio
- Over consolidation ratio (OCR)
- Shear wave velocity (Vs)
- State parameter (Ψ)
- In-situ soil stress ratio (Ko)
We can also offer bespoke packages to include liquefaction assessments and cross-sectional areas of the site.
