Dynamic Cone Penetrometer (DCP) PANDA Overview

PANDA Dynamic Cone Penetrometer (DCP)The PANDA Instrumented Variable Energy Dynamic Cone Penetrometer (DCP) is a portable method for evaluating soil strength. Site characterisation is unarguably the most important, but also most “difficult”, component of geo-engineering. The PANDA is designed to improve the quality of site characterisation and reduce the difficulties involved. It is used for site classification, soil investigation, ground investigation, site investigation and compaction control.

The PANDA DCP provides immediate repeatable results so that on-site decisions can be made straight away. It can be used in confined spaces and difficult to access locations, with no support equipment required.

We describe the PANDA as a DCP on steroids. It has so much more capability than a standard DCP and overcomes the safety issues. Several studies have shown that the PANDA measurements are as accurate and reliable as the cone penetration test (CPT). The benefit is that the PANDA equipment can be used where the CPT vehicles are not suitable.

The PANDA is a lightweight (total weight of equipment 20kg) hand held Dynamic Cone Penetrometer which uses variable energy and can be operated by one person to test soils in almost any location to a depth about 6 meters. Thanks to its compact size and light weight, the PANDA sounding device is extremely mobile and able to investigate areas with limited access or height restrictions. For example, it can be used in basements, on very steep slopes, in back yards and tunnels. Depths of about 17m have been reached in the right conditions.

For deep or repetitive tests, an automatic hammer is available as an alternative to using the 1.7kg hammer. The Automatic Hammer can also be operated by one person.

PANDA 2 Variable Energy Light Weight Dynamic Cone Penetrometer (DCP) Soil Investigation Graph

 PANDA 2 Variable Energy Light Weight Dynamic Cone Penetrometer (DCP) Compaction Control Graph

The advantages of the PANDA Instrumented DCP include:

  • PANDA 2 Variable Energy Light Weight Dynamic Cone Penetrometer (DCP)Provides immediate repeatable results so that on-site decisions can be made straight away.
  • Cost effective as single person operation 
  • Dynamic Cone Penetrometer (DCP) suitable for soil investigation, ground investigation, site investigation, site characterisation and compaction control.
  • Variable energy means the operator can change the force applied so more data points can be taken in weak materials, like mine tailings.
  • Tests orientation can be anywhere from vertical to horizontal (e.g. for tunnel walls)
  • Direct GPS input for location purposes
  • Graphical representation of the data (penetrogram) on the hand held terminal, potting depth and cone tip resistance (qd)
  • For compaction control, the PANDA data acquisition and analysis software has an integrated compaction control database for various soil types – the measurement of the driving depth (mm) and cone tip resistance (qd) is compared to a database based on the type of soil (soil classification), its water content and the required compactionPANDA Dymanic Cone Penetrometer (DCP) on Mine Site quality (%OPN or OPM). The related pre-calibrated reference and refusal lines, when compared to the test data, allow an assessment of the quality of the compaction to be made. Anomalies calculation is done automatically with the PANDA software.
  • For soil investigation, a geological profile (database available) can be associated with the penetrogram.
  • No manual recording of data – results date/time stamped and GPS located so data recording / transposition errors eliminated)
  • Natural and recycled materials verification of compaction
  • CBR % values throughout depth of penetration
  • Monitoring layer thickness, and compaction homogeneity
  • Layer identification
  • 5 minutes per test typical with results viewable on site
  • Ability to typically reach 4-6 metres depth in soils with a cone resistance of 20-30 Mpa. Depths of about 17m have been reached in weak soils.
  • Easy to use
  • Safe to operate (overcomes the safety issues of hand / finger crushing and back injury associated with the conventional Dynamic Cone Penetrometer (DCP)
  • Small, portable and lightweight (one person operation) – 20kg unit – ideal to transport in hold baggage on the aeroplane for transport to remote locations
  • PANDA equipment can be used where Cone Penetration Test (CPT) vehicles are not suitable.
  • Compact light weight design makes investigation of sites  in confined spaces and difficult to access locations or remote areas possible. No support equipment is required.
PANDA Dynamic Cone Penetrometer (DCP) on Airport Runway Taxiway subgrade PANDA Dynamic Cone Penetrometer (DCP) on Sewer Pipeline Backfill

PANDA Dynamic Cone Penetrometer (DCP) on Railway ballast subgradePANDA Dynamic Cone Penetrometer (DCP) on landfill Applications for the PANDA Instrumented Variable Energy Dynamic Cone Penetrometer from Sol Solution include archeology, cable and pipe laying, trench work, flexible pavements, backfill, unsealed roads and mine access roads, landfill facilities, tunnels, railway / railroad track beds and ballast, cuttings and embankments, airport runway and taxiways, hard standing areas, tunnels, dam construction (and mine tailings), canal building, building foundations, working platforms, electricity pylons and poles, telecom masts, property sub-divisions, backyards, very sleep slopes and temporary works platforms including for piling rigs and mobile crane foot standing pads (outriggers). Here is the PANDA in action in various applications and research papers on some of these applications too. 

Clients include those involved in pavement construction, pavement rehabilitation, material testing, geotechnical testing and site investigation and include utilities (gas, electricity and water), road and rail authorities, councils, asset managers, mines, mobile crane and piling rig contractors, engineering and construction groups, subcontractors, geotechnical consultancies and research organisations.

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