Tan, Brian; Germaine, John T; Flemings, Peter B (2006): (Table T36) Ko-consolidated undrained test conditions and consolidation properties of ODP Site 204-1244 sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.775115, 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:
Median Latitude: 44.586230 * Median Longitude: -125.119845 * South-bound Latitude: 44.586160 * West-bound Longitude: -125.119860 * North-bound Latitude: 44.586300 * East-bound Longitude: -125.119830
Date/Time Start: 2002-07-13T01:00:00 * Date/Time End: 2002-07-16T05:30:00
Minimum Elevation: -896.0 m * Maximum Elevation: -895.1 m
Event(s):
204-1244B * Latitude: 44.586160 * Longitude: -125.119860 * Date/Time Start: 2002-07-13T01:00:00 * Date/Time End: 2002-07-13T12:45:00 * Elevation: -896.0 m * Penetration: 54.1 m * Recovery: 56.85 m * Location: North Pacific Ocean * Campaign: Leg204 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 6 cores; 54.1 m cored; 0 m drilled; 105.1 % recovery
204-1244C * Latitude: 44.586300 * Longitude: -125.119830 * Date/Time Start: 2002-07-13T12:45:00 * Date/Time End: 2002-07-16T05:30:00 * Elevation: -895.1 m * Penetration: 333.5 m * Recovery: 315.5 m * Location: North Pacific Ocean * Campaign: Leg204 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 39 cores; 332 m cored; 1.5 m drilled; 95 % 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. Test samples TX641, TX644, TX647 and TX650 were omitted because of lacking ODP sample labels.
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 | Sample code/label 2 | Sample label 2 | Tan, Brian | |||
| 4 | Water in rock | H2O | % | Tan, Brian | ||
| 5 | Plastic limit | Plastic limit | Tan, Brian | Atterberg limits test | in % | |
| 6 | Liquid limit | Liq limit | Tan, Brian | Atterberg limits test | in % | |
| 7 | Water in rock | H2O | % | Tan, Brian | natural water content | |
| 8 | Plastic index | Plastic index | Tan, Brian | Atterberg limits test | in % | |
| 9 | Density, wet bulk | WBD | g/cm3 | Tan, Brian | ||
| 10 | Void Ratio description | Void Ratio | Tan, Brian | initial | ||
| 11 | Saturation | Satur | % | Tan, Brian | initial | |
| 12 | Specific gravity | Specific gravity | Tan, Brian | |||
| 13 | Effective stress | Sigma | kPa | Tan, Brian | initial | |
| 14 | Axial strain | Epsilon a | Tan, Brian | in % | ||
| 15 | Backpressure | Backpressure | kPa | Tan, Brian | ||
| 16 | Parameter | Parameter | Tan, Brian | B-value in % | ||
| 17 | Volumetric strain | Epsilon vol | Tan, Brian | in % | ||
| 18 | Preconsolidation pressure | Pc | kPa | Tan, Brian | ||
| 19 | Strain rate | Strain r | /s | Tan, Brian | % per sec | |
| 20 | Compression index | Cc | Tan, Brian | |||
| 21 | Axial strain | Epsilon a | Tan, Brian | in %; at maximum stress | ||
| 22 | Volumetric strain | Epsilon vol | Tan, Brian | in %; at maximum stress | ||
| 23 | Vertical effective stress | SigmaV ef | kPa | Tan, Brian | max SigmaV ef; at maximum stress; | |
| 24 | Ratio | Ratio | Tan, Brian | maximum lateral stress ratio (sigmaH ef/sigmaV ef); at maximum stress | ||
| 25 | Time in seconds | Time | s | Tan, Brian | approximate length of time maximum stress was held constant | |
| 26 | Axial strain | Epsilon a | Tan, Brian | in %; at preshear condition | ||
| 27 | Volumetric strain | Epsilon vol | Tan, Brian | in %; at preshear condition | ||
| 28 | Ratio | Ratio | Tan, Brian | maximum lateral stress ratio (sigmaH ef/sigmaV ef); at preshear condition | ||
| 29 | Vertical effective stress | SigmaV ef | kPa | Tan, Brian | consolidation sigmaV ef; at preshear condition | |
| 30 | Overconsolidation ratio | Pc/Po | Tan, Brian | at preshear condition; at the end of unloading | ||
| 31 | Time in seconds | Time | s | Tan, Brian | approximate length of time preshear condition was held constant |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
178 data points