GROUND MODEL · SITE INVESTIGATION

Soil Investigation & Ground Characterization

Plan reliable ground investigations through desk studies, boreholes, sampling, in-situ tests and groundwater observations—connecting ground facts to engineering decisions.

ENGINEERING OVERVIEW

Better monitoring starts with a credible ground model

Ground conditions control the design of foundations, excavation support, tunnels and monitoring plans. In Hong Kong, variable fill, residual soils, completely decomposed rock, boulders and groundwater can make unsupported assumptions costly. A good site investigation integrates historic information, reconnaissance, properly located in-situ work, laboratory testing and geological interpretation. GEOOE contributes an engineering-technology perspective to site-investigation planning and the translation of findings into monitoring needs.

The aim is not the largest number of boreholes; it is the right level of subsurface evidence for the decisions being made.

ENGINEERING CHALLENGES

What changes the monitoring decision?

Real-world constraints influence how a technically sound monitoring strategy is designed.

Lateral variability

Geology can change rapidly between investigation locations, particularly near rockhead and weathered rock profiles.

Disturbed samples

Handling, transport and sampling method may alter water content, fabric and test interpretation.

Groundwater misunderstood

Standpipes and piezometers record conditions in particular horizons and require correct installation and equilibration.

Missing investigation context

Borehole logs without spatial coordinates, datum, test standards or interpretation can be difficult to use in design.

METHODS & COMPARISONS

Choose investigation methods by the uncertainty to resolve

A useful method must measure a relevant variable, maintain a reliable baseline and support a decision.

MethodPrimary evidenceTypical engineering purposeLimitations to plan for
Desk study and walkoverRecords, maps, geology and site conditionsDesign the investigation and identify hazardsHistoric data may be incomplete or outdated
Boreholes and samplingStrata, recovered samples and in-situ observationsConfirm stratigraphy and obtain test materialsSpacing and sample quality control resolution
SPT and related in-situ testsPenetration resistance under a defined procedureSupplement soil profiling and empirical assessmentEnergy, soil type and procedure influence results
CPT/CPTu where suitableContinuous cone resistance and pore-pressure responseCharacterise stratigraphic transitions and soil behaviourObstructions and ground applicability
Groundwater instrumentsWater levels or pore-pressure time seriesUnderstand hydraulic boundaries and construction sensitivityFilter zone and reading stabilization are critical
Geophysical surveyIndirect seismic or electrical responseInterpolate conditions and target anomalous zonesRequires geological or borehole control

ENGINEERING APPLICATIONS

Explore the relevant topics

Choose a subject area for a more detailed discussion of technical limitations and engineering context.

ENGINEERING APPROACH

A disciplined route from field evidence to action

Successful monitoring connects requirements, measurement, validation and accountable review.

01 · Desk study

Review previous boreholes, maps, development history and nearby works.

02 · Conceptual model

Identify likely units, groundwater regimes and key unknowns.

03 · Targeted investigation

Plan accessible exploratory positions and appropriate tests.

04 · Quality and interpretation

Check logs, coordinates, test quality and unexpected strata.

05 · Monitoring integration

Align parameters and instrument locations with the ground model.

ENGINEERING CHECKLIST

Questions to answer before deciding

These questions help shape a realistic scope and avoid selecting technology before defining the engineering problem.

  • Are the investigation locations adequate for the proposed structure and geological uncertainty?
  • Has the chosen method been matched to expected soil, rock and obstructions?
  • Are borehole elevations, coordinates and depths referenced consistently?
  • Are groundwater readings taken in appropriate horizons and over sufficient time?
  • How will discrepancies between boreholes and geophysical responses be resolved?
  • Which design or monitoring decision requires each proposed test?

TECHNICAL BOUNDARIES

Limitations and professional judgement

GEOOE’s site-investigation content explains engineering methods and coordination approaches; it does not imply ownership of an extensive drilling fleet or that drilling can proceed without appropriate permits and specialist arrangements.

Investigation findings remain subject to uncertainty. Site-specific design and construction decisions require qualified professional assessment and applicable specifications.

FAQs

Frequently asked questions

How many boreholes does a project need?
There is no universally correct number. Extent and spacing depend on ground variability, works complexity, risk and the purpose of investigation.
Can geophysical methods eliminate drilling?
No. Indirect methods can guide targeting but normally need borehole and geological verification.
Why should groundwater be observed beyond one visit?
Water levels and pressure may respond to rainfall, tides, pumping and construction; a single reading may miss these variations.
How does investigation improve monitoring design?
It helps identify likely mechanisms, target horizons, baseline requirements and locations where movement may occur.

RESEARCH & RELATED CONTENT

Official references and further reading

These official resources provide primary-source context; additional GEOOE pages explore the methods in more depth.

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Discuss Your Project

Share your asset type, location, engineering concern and any access constraints. We can discuss a practical technical approach before defining scope, responsibilities or delivery terms.

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