Definition
A seafloor hazard and engineering concept defining assessments used to evaluate seabed stability and risk to people and infrastructure. It governs site investigation, property measurement, and mapping used to identify failure mechanisms and design constraints. It does not eliminate risk and requires appropriate safety factors, monitoring, and conservative assumptions where uncertainty remains. It materially affects offshore development and safety planning by identifying unstable zones and informing mitigation strategies. The concept is generally stable, though investigation tools and risk models improve over time.
Principle
Principle
Characterize subsurface conditions and translate observed geotechnical properties into risk-informed engineering guidance; the report must link data, methods and assumptions to explicit recommendations and limits of applicability.
Demonstration
Demonstration
A geotechnical report for a proposed subsea cable crossing that compiles borehole logs, cone penetration test (CPT) profiles, laboratory shear and consolidation tests, pore-pressure measurements, interpretation of shallow gas presence, and foundation recommendations for cable burial depth and trenching method.
Misapplication
Misapplication
Using a generic or off-site geotechnical report to design a seabed foundation without accounting for local stratigraphy, groundwater/pore-pressure conditions, or documented anomalous features such as shallow gas or recent mass-movement deposits.
Consequence
Consequence
When properly prepared, the report enables design decisions that reduce likelihood of foundation failure, seabed instability, or unexpected maintenance; it becomes the primary engineering record for permitting and construction oversight.
Reversal
Reversal
A purely geologic reconnaissance or inventory that describes sediment types and geomorphic features but does not translate measurements into engineering recommendations or acceptance criteria.
Boundary
Boundary
Covers engineered-investigation activities and deliverables for project-specific design and risk mitigation; excludes general-purpose geological maps, purely environmental assessments, and transient monitoring logs that lack engineering interpretation.
Semantic Tension
Semantic Tension
Tension exists between geotechnical reports (actionable engineering guidance) and geologic reports (descriptive science); also between a full report and abbreviated field notes or datasets—only the former should be used as the design basis.
Synthesis
Synthesis
A geotechnical report integrates field and laboratory data, interpretive analyses, and engineering judgement into documented recommendations and constraints that define how subsurface conditions should influence marine engineering design and risk management.