Tan, Brian; Germaine, John T; Flemings, Peter B (2006): (Tables T39,T41,T45,T47,T51,T53) Ko-consolidated undrained test results and properties of undrained shearing stage of ODP Site 204-1244 sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.775118, In supplement to: Tan, B et al. (2006): Data report: Consolidation and strength characteristics of sediments from ODP Site 1244, Hydrate Ridge, Cascadia continental margin. In: Tréhu, AM; Bohrmann, G; Torres, ME; Colwell, FS (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 204, 1-148, https://doi.org/10.2973/odp.proc.sr.204.102.2006
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Project(s):
Ocean Drilling Program (ODP)
Coverage:
Latitude: 44.586233 * Longitude: -125.119750
Date/Time Start: 2002-07-12T00:00:00 * Date/Time End: 2002-08-22T00:00:00
Minimum Elevation: -895.4 m * Maximum Elevation: -895.4 m
Event(s):
204-1244 * Latitude: 44.586233 * Longitude: -125.119750 * Date/Time Start: 2002-07-12T00:00:00 * Date/Time End: 2002-08-22T00:00:00 * Elevation: -895.4 m * Penetration: 1051.2 m * Recovery: 545 m * Location: North Pacific Ocean * Campaign: Leg204 * Basis: Joides Resolution * Method/Device: Composite Core (COMPCORE) * Comment: 69 cores; 555.5 m cored; 495.7 m drilled; 98.1 % recovery
Comment:
All stresses / pressures were originally measured in ksc (kgf/cm**2). The conversion of ksc to SI units is 1 ksc = 98.07 kPa. Tables T43, T49, T55 and T57 have been omitted because of lacking sample labels. Axial drainage correction = 0.
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | Event label | Event | ||||
| 2 | Sample code/label | Sample label | Tan, Brian | DSDP/ODP/IODP sample designation | ||
| 3 | Time in seconds | Time | s | Tan, Brian | ||
| 4 | Axial strain | Epsilon a | Tan, Brian | in % | ||
| 5 | Ratio | Ratio | Tan, Brian | (shear stress)/(consolidation vertical effective stress) | ||
| 6 | Ratio | Ratio | Tan, Brian | (mean stress)/(consolidation vertical effective stress) | ||
| 7 | Ratio | Ratio | Tan, Brian | (excess pore pressure)/(consolidation vertical effective stress) | ||
| 8 | Ratio | Ratio | Tan, Brian | (shear induced pore pressure)/(consolidation vertical effective stress) | ||
| 9 | Ratio | Ratio | Tan, Brian | (shear stress)/(maximum shear stress); in %; at maximum shear | ||
| 10 | Ratio | Ratio | Tan, Brian | E'/consolidation vertical effective stress | ||
| 11 | Parameter | Parameter | Tan, Brian | A-Parameter | ||
| 12 | Internal friction angle | phi | deg | Tan, Brian | ||
| 13 | Area | Area | m2 | Tan, Brian | area of the specimen at midheight | |
| 14 | Correction | corr | Tan, Brian | Axial membrane | ||
| 15 | Correction | corr | Tan, Brian | Radial membrane |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
2268 data points
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