| name | geotechnical-engineering |
| version | 1.0.0 |
| updated | "2026-02-26T00:00:00.000Z" |
| category | engineering/marine-offshore |
| description | Domain expertise for offshore geotechnical analysis planning — soil
classification, foundation design method selection, pile/anchor capacity,
on-bottom stability, and scour prediction.
|
| tags | ["geotechnical","soil","foundation","pile","anchor","scour","offshore"] |
| platforms | ["linux","macos","windows"] |
| invocation | geotechnical-engineering |
| depends_on | [] |
| requires | [] |
| see_also | ["mooring-analysis","structural-analysis","marine-offshore-engineering"] |
| scripts_exempt | true |
Geotechnical Engineering Skill
Offshore geotechnical analysis domain expertise for planning soil
investigations, selecting foundation design methods, and sizing geotechnical
elements (piles, anchors, mudmats, scour protection).
When to Use This Skill
- Planning a geotechnical analysis campaign
- Selecting bearing capacity or pile capacity methods
- Choosing anchor type for given soil and loading conditions
- Reviewing soil parameter derivation from CPT or borehole data
- Mapping standards coverage for geotechnical calculations
Soil Classification Systems
USCS (Unified Soil Classification System)
| Symbol | Description | Typical su (kPa) | Typical φ' (°) |
|---|
| CH | Fat clay | 20–200 | — |
| CL | Lean clay | 10–100 | — |
| ML | Silt | 5–50 | 25–30 |
| SM | Silty sand | — | 28–34 |
| SP | Poorly graded sand | — | 30–36 |
| SW | Well graded sand | — | 33–40 |
| GP | Poorly graded gravel | — | 35–42 |
Robertson CPT Classification (1990/2009)
| Zone | Ic Range | Soil Behaviour Type |
|---|
| 1 | — | Sensitive fine grained |
| 2 | > 3.60 | Organic soils / peat |
| 3 | 2.95–3.60 | Clays (clay to silty clay) |
| 4 | 2.60–2.95 | Silt mixtures |
| 5 | 2.05–2.60 | Sand mixtures |
| 6 | 1.31–2.05 | Sands (clean to silty) |
| 7 | < 1.31 | Gravelly sand to dense sand |
Method Selection Decision Tree
Bearing Capacity
Undrained (clay)?
├── Yes → Brinch Hansen general formula (DNV-RP-C212 Sec 5)
│ Nc = 5.14 for strip, shape/depth/inclination factors
└── No (sand) → Terzaghi/Meyerhof drained bearing capacity
Nq, Nγ from friction angle