SUBSURFACE METHODS · ENGINEERING CONTEXT

Geophysical Survey Methods

Understand what seismic, electrical and borehole geophysics can—and cannot—reveal before selecting a method for ground investigation and engineering decisions.

Engineering Overview

Choose the method to fit the geological question

Geophysical surveying measures physical responses of the ground, including seismic wave velocity, electrical resistivity and borehole properties. These responses are interpreted as geological or engineering information with varying degrees of uncertainty. GEOOE, the technology-origin and geo-intelligence platform of GEOORIGIN ENGINEERING LIMITED, provides technical reference material and method-selection context rather than treating any geophysical technique as a universal answer.

Interpretation is strongest when field QC, calibration and independent ground truth are considered together.

PROJECT CHALLENGES

Why Geophysical Results Need Context

Ambiguous interpretation

Different ground materials can produce similar measured responses; one inversion model is not necessarily unique.

Site noise and access

Traffic, vibration, buried services, hard surfacing and restricted offsets can reduce resolution.

Depth versus detail

Greater investigation depth normally changes survey geometry and may compromise near-surface resolution.

Overclaiming certainty

A resistivity or velocity image does not directly establish bearing capacity or groundwater chemistry.

METHOD SELECTION

Compare Geophysical Survey Techniques

Geophysical methods produce indirect observations. Their usefulness depends on acquisition geometry, data quality, inversion assumptions and borehole or other ground truth.

MethodMeasured ResponsePossible Engineering UseMajor Limitation
MASW / surface wavesDispersion of seismic surface wavesShear-wave velocity profiling for ground stiffness contextLayering, inversion assumptions and usable wavelength range
MAM / ambient vibrationPassive array wavefieldPassive Vs assessment where active sources are restrictedArray aperture, noise distribution and inversion uncertainty
Seismic refractionFirst-arrival travel timesVelocity contrasts and near-surface structureHidden low-velocity layers may be poorly resolved
VES / electrical resistivity tomographyElectrical potential and apparent resistivityElectrical contrasts, lateral continuity and saturation indicatorsClay, salinity and moisture can yield non-unique signatures
Borehole logging / televiewerDownhole imaging or geophysical logsFractures, lithology and depth-linked interpretationBorehole condition, calibration and image orientation

APPLICATIONS

Engineering Uses of Subsurface Geophysics

Infrastructure corridors

Screen broad variations and target subsequent intrusive investigation.

Foundations and rockhead

Provide supporting evidence for geological interfaces and discontinuities.

Groundwater and environmental work

Investigate potential resistivity contrasts alongside sampling and hydrogeology.

Slope and underground projects

Support conceptual ground models with cross-checked field observations.

ENGINEERING WORKFLOW

A Defensible Geophysical Investigation Workflow

01 — Define the question

Clarify target property, expected depth and decision tolerance.

02 — Review conditions

Map access, surface constraints, groundwater and expected geology.

03 — Select a method

Choose survey geometry and a complementary validation method.

04 — Control data quality

Check coupling, noise, repeatability, instrument configuration and inversion assumptions.

05 — Interpret responsibly

Present uncertainty, alternative explanations and recommended ground truth.

DECISION CRITERIA

Method Selection Checklist

Clear objectives, constraints and responsibilities are prerequisites for trustworthy instrumentation and data processing.

  • Is the desired output a velocity profile, a resistivity contrast or an actual material sample?
  • Does site geometry support sufficient survey line length or array aperture?
  • What is the realistic depth of investigation and resolution trade-off?
  • Could cultural noise, conductive clays or saline water bias the result?
  • How will boreholes, laboratory tests or known features calibrate the interpretation?
  • What uncertainty must be reported before the results inform design?

IMPORTANT LIMITATIONS

Interpretation Limits and Ground Truth

No single geophysical method directly replaces boreholes, sampling, field testing or the professional ground model. Methods are complementary and should be chosen by specific engineering objectives.

Geophysical data can inform investigation strategy, but licensing, detailed field delivery and project-specific reporting arrangements must be agreed with the appropriate responsible professionals.

FAQs

Frequently Asked Questions

Can MASW directly provide soil bearing capacity?
No. MASW principally supports shear-wave velocity interpretation; any design parameter requires an appropriate correlation and independent engineering basis.
Is electrical resistivity a direct measurement of groundwater level?
No. Resistivity responds to multiple factors including water content, salinity, pore fluid chemistry and clay minerals.
When is MAM preferable to MASW?
Passive arrays can be useful where ambient wave energy and available aperture are suitable; active MASW provides a different source and frequency control.
Should a client commission every method?
Usually not. A targeted combination based on geology, required decisions and validation needs is more defensible.

SOURCES & RELATED PAGES

Technical References and Related Reading

Official and industry sources provide context; related GEOOE pages expand the technical discussion.

TECHNICAL ENQUIRY

Discuss Your Engineering Challenge with GEOOE

Share the asset type, location, existing instruments, monitoring objective and operational constraints. We can discuss the technical approach and potential collaboration before defining project-specific roles.

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