Domain expertise for offshore geotechnical analysis planning — soil classification, foundation design method selection, pile/anchor capacity, on-bottom stability, and scour prediction.
Offshore geotechnical analysis domain expertise for planning soil investigations, selecting foundation design methods, and sizing geotechnical elements (piles, anchors, mudmats, scour protection).
| 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 |
| 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 |
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
Soil type?
├── Clay → Alpha method (API RP 2GEO Sec 6.4)
│ f = α × su; α from su/σ'v ratio
├── Sand → Beta method (API RP 2GEO Sec 6.5)
│ f = K × σ'v × tan(δ); K from Table 6.5.3-1
└── Layered → Sum unit shaft resistance per layer
| Soil Type | Load Direction | Recommended Anchor | Standard |
|---|---|---|---|
| Soft clay | Catenary | Drag (Stevpris/Vryhof) | DNVGL-RP-E301 |
| Soft clay | Vertical/taut | Suction caisson | DNV-RP-E303 |
| Stiff clay | Catenary | Drag (high capacity) | DNVGL-RP-E301 |
| Sand | Catenary | Drag anchor | DNVGL-RP-E301 |
| Any | Vertical (TLP) | Suction/driven pile | API RP 2GEO |
| Deep water | Taut leg | Torpedo/SEPLA | project-specific |
| Parameter | Symbol | Soft Clay | Stiff Clay | Sand |
|---|---|---|---|---|
| Undrained shear strength | su | 5–25 kPa | 50–250 kPa | — |
| Friction angle | φ' | — | — | 28–40° |
| Submerged unit weight | γ' | 4–7 kN/m³ | 7–10 kN/m³ | 8–11 kN/m³ |
| OCR | OCR | 1–3 | 3–20 | 1–5 |
| CPT cone factor | Nkt | 10–18 | 15–25 | — |
| su/σ'v (NC clay) | — | 0.20–0.30 | — | — |
| Standard | Key Sections | Topic |
|---|---|---|
| API RP 2GEO | Sec 6 (piles), Sec 8 (foundations) | Pile + foundation design |
| DNV-RP-C212 | Sec 5 (bearing), Sec 6 (piles) | Soil mechanics |
| DNV-RP-E303 | Sec 4–7 | Suction anchor capacity |
| DNVGL-RP-E301 | Sec 3–5 | Drag/fluke anchor design |
| DNV-RP-F109 | Sec 3 | Pipeline on-bottom stability |
| DNV-RP-F107 | Sec 5 | Scour assessment |
| ISO 19901-4 | Sec 7–10 | Foundation design |
| API RP 2SK | Sec 6 | Mooring anchor requirements |
from digitalmodel.geotechnical.soil_models import SoilProfile, SoilLayer
from digitalmodel.geotechnical.piles import PileCapacityAnalysis
from digitalmodel.geotechnical.foundations import ShallowFoundation
from digitalmodel.geotechnical.anchors import AnchorCapacity
from digitalmodel.geotechnical.on_bottom_stability import OnBottomStability
from digitalmodel.geotechnical.scour import ScourPrediction
mooring-analysis — mooring system design consuming anchor capacitystructural-analysis — structural loads feeding foundation designmarine-offshore-engineering — general offshore engineering context| Version | Date | Changes |
|---|---|---|
| 1.0.0 | 2026-02-26 | Initial skill — method selection, parameter ranges, standards map |