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
Data
| 1 Event | 2 Sample label (DSDP/ODP/IODP sample designation) | 3 Sample label 2 | 4 H2O [%] | 5 Plastic limit (in %, Atterberg limits test) | 6 Liq limit (in %, Atterberg limits test) | 7 H2O [%] (natural water content) | 8 Plastic index (in %, Atterberg limits test) | 9 WBD [g/cm3] | 10 Void Ratio (initial) | 11 Satur [%] (initial) | 12 Specific gravity | 13 Sigma [kPa] (initial) | 14 Epsilon a (in %) | 15 Backpressure [kPa] | 16 Parameter (B-value in %) | 17 Epsilon vol (in %) | 18 Pc [kPa] | 19 Strain r [/s] (% per sec) | 20 Cc | 21 Epsilon a (in %; at maximum stress) | 22 Epsilon vol (in %; at maximum stress) | 23 SigmaV ef [kPa] (max SigmaV ef; at maximum str...) | 24 Ratio (maximum lateral stress ratio ...) | 25 Time [s] (approximate length of time ma...) | 26 Epsilon a (in %; at preshear condition) | 27 Epsilon vol (in %; at preshear condition) | 28 Ratio (maximum lateral stress ratio ...) | 29 SigmaV ef [kPa] (consolidation sigmaV ef; at p...) | 30 Pc/Po (at preshear condition; at the...) | 31 Time [s] (approximate length of time pr...) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 204-1244B | 204-1244B-1H-4,138-148 | TX 643 | 58.0 | 32 | 71 | 58.99 | 39 | 1.671 | 1.458 | 104.52 | 2.58 | 18.6333 | 0.32 | 325.5924 | 99 | -1.12 | 169.6611 | 0.000056 | 0.496 | 10.45 | 10.50 | 327.554 | 0.464 | 24 | 10.45 | 10.50 | 0.464 | 327.5538 | 1 | 24 |
| 204-1244B | 204-1244B-3H-3,128-138 | TX 642 | 63.6 | 37 | 82 | 64.52 | 45 | 1.633 | 1.595 | 104.19 | 2.58 | 17.6526 | 0.23 | 343.2450 | 98 | -1.00 | 272.6346 | 0.000056 | 0.601 | 11.72 | 11.90 | 452.103 | 0.454 | 34 | 11.72 | 11.90 | 0.454 | 452.1027 | 1 | 34 |
| 204-1244B | 204-1244B-4H-6,135-145 | TX 635 | 64.5 | 42 | 87 | 65.22 | 45 | 1.651 | 1.624 | 105.30 | 2.62 | 114.7419 | 0.33 | 686.4900 | 103 | -6.08 | 492.3114 | 0.000056 | 0.691 | 22.63 | 22.79 | 2250.706 | 0.566 | 51 | 22.63 | 22.79 | 0.566 | 2250.7065 | 1 | 51 |
| 204-1244B | 204-1244B-3H-3,125-135 | TX 645 | 61.8 | 42 | 87 | 63.80 | 45 | 1.598 | 1.686 | 99.17 | 2.62 | 20.5947 | 0.45 | 323.6310 | 99 | -3.01 | 426.6045 | 0.000056 | 0.712 | 15.91 | 16.12 | 839.479 | 0.503 | 23 | 15.91 | 16.12 | 0.503 | 839.4792 | 1 | 23 |
| 204-1244C | 204-1244C-9H-5,115-125 | TX 646 | 49.7 | 38 | 83 | 54.18 | 45 | 1.642 | 1.477 | 96.76 | 2.64 | 24.5175 | 0.42 | 290.2872 | 98 | -4.78 | 788.4828 | 0.000056 | 0.698 | 16.95 | 17.13 | 1598.541 | 0.506 | 28 | 16.95 | 17.13 | 0.506 | 1598.5410 | 1 | 28 |
| 204-1244C | 204-1244C-17H-3,80-90 | TX 636 | 49.1 | 35 | 77 | 49.34 | 43 | 1.814 | 1.181 | 110.71 | 2.65 | 126.5103 | -3.40 | 768.8688 | 98 | -0.92 | 0.448 | 23.12 | 23.55 | 4138.554 | 0.520 | 31 | 23.12 | 23.55 | 0.520 | 4138.5540 | 1 | 31 |