Geophysical Testing for ground investigation and verification

Geophysical testing measures physical properties of the ground from the surface or from boreholes and turns them into profiles or sections across a site. Seismic methods such as Multichannel Analysis of Surface Waves (MASW) and seismic refraction measure wave velocities, which reflect stiffness and depth to rock; electrical resistivity tomography maps changes in soil and rock type, moisture and cavities; ground-penetrating radar images shallow features and services. Geophysics covers large areas quickly and guides where boreholes and CPTs are most needed, and repeated surveys can show stiffness gained by ground improvement.

Survey crew recording a geophysical line laid out across open ground
Geophysical survey line in the field.

When the test is used

Typically used for…

  • Site investigation over large areas before boreholes are placed.
  • Depth to rock and lateral changes in ground conditions.
  • Locating cavities, buried features and services.
  • Shear-wave velocity for seismic site classification.
  • Before-and-after comparison of ground improvement.

Limitations

  • Results are indirect and must be calibrated against boreholes or CPT.
  • Resolution decreases with depth and depends on the method.
  • Noise and vibration on active sites, and buried services, affect some methods.
  • Interpretation requires experienced specialists.
Project-dependent

The test type, number and locations are agreed with the consultant for each project.

How the test works

Sensors such as geophones or electrodes are laid out along survey lines. A seismic source, such as a hammer or drop weight, or an electrical current is applied, and the response is recorded along the line.

The data are processed and inverted into velocity or resistivity sections, interpreted together with borehole and CPT data, and presented as profiles and plans.

Geophysical survey line and resultGeophones are laid out along a line and a source sends waves into the ground. The recorded response is processed into a section that shows layers, depth to rock and anomalies, calibrated against a borehole. Source (hammer or drop weight) Geophones along the survey line Recorder Calibration borehole Lower velocity: soft or loose Higher velocity: stiff or rock Anomaly (e.g. cavity)
Schematic, not to scale.

Test planning inputs

  • Purpose: stiffness, layering, rock depth, cavities or verification.
  • Survey lines and depth of interest.
  • Existing borehole and CPT data for calibration.
  • Site noise, access and buried services.
  • Acceptance criteria where used for verification.

Calibration and equipment checks

  1. Test line over a borehole or CPT location to confirm the method suits the ground.
  2. Equipment checks and noise recording before the survey.
  3. For verification, a baseline survey before treatment.

Test execution controls

  • Sensor spacing and line geometry surveyed.
  • Source and acquisition settings recorded.
  • Data quality checked in the field and repeated where needed.
  • Line positions referenced to site coordinates.

Interpretation and reporting

The test plan, the raw record and the interpretation are kept separate, so it is always clear what was specified, what was measured and what it shows.

Test plan

What is specified

Survey scope, methods and, where used, verification criteria agreed with the consultant.

Test record

What was measured

Raw data, processing steps and inverted sections.

Interpretation

What it shows

Interpretation calibrated against boreholes and CPT, in the survey report.

Deliverables

  • Survey plan
  • Raw and processed data
  • Velocity or resistivity sections
  • Interpretation report
  • Before/after comparison where used for verification

Discuss the testing your project needs.

Share the project stage, the ground conditions and the specification or acceptance criteria.