Table T4. Nomenclature, Expedition 316. (See table note.)
Variable
|
Definition
|
Dimension
|
Unit |
|---|---|---|---|
| cc | Compression index | Dimensionless | — |
| cv | Coefficient of consolidation | L2/T | m2/s |
| D25 | Particle size at which 25% are smaller by mass | L | mm |
| D50 | Median grain size | L | mm |
| D75 | Particle size at which 75% are smaller by mass | L | mm |
| epc′ | Void ratio at preconsolidation stress | Dimensionless | — |
| eo | Reference void ratio | Dimensionless | — |
| g | Acceleration due to gravity | L/T2 | m/s2 |
| H | Instantaneous specimen height | L | cm |
| Ho | Initial specimen height | L | cm |
| K | Hydraulic conductivity | L/T | m/s |
| k | Permeability | L2 | m2 |
| kepc′ | Permeability at in situ void ratio | L2 | m2 |
| mv | Coefficient of volume compressibility | LT2/M | 1/kPa |
| OCR | Overconsolidation ratio | Dimensionless | — |
| Pp | Pore pressure | M/LT2 | kPa |
| Pc | Cell pressure | M/LT2 | kPa |
| ε | Axial strain | Dimensionless | % |
| Strain rate | 1/T | 1/s | |
| γw | Unit weight of water | M/L2T2 | Pa/m |
| ρb | Bulk density | M/L3 | kg/m3 |
| ρw | Seawater density | M/L3 | kg/m3 |
| σvh′ | Hydrostatic vertical effective stress | M/LT2 | kPa |
| σa | Total axial stress | M/LT2 | kPa |
| σa′ | Axial effective stress | M/LT2 | kPa |
| σpc′ | Preconsolidation stress | M/LT2 | kPa |
| σvh | Hydrostatic effective stress | M/LT2 | kPa |
| Δu | Base excess pressure | M/LT2 | kPa |
| µ | Dynamic viscosity | M/LT | Pa·s |
Note: — = not applicable.
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