Tan, Brian; Germaine, John T; Flemings, Peter B (2006): (Table T37) Ko-consolidated undrained test conditions and properties of undrained shearing stage of ODP Site 204-1244 sediments [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.775116, 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.
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 | natural water content | |
| 5 | Plastic index | Plastic index | Tan, Brian | Atterberg limits test | in % | |
| 6 | Density, wet bulk | WBD | g/cm3 | Tan, Brian | ||
| 7 | Void Ratio description | Void Ratio | Tan, Brian | initial | ||
| 8 | Saturation | Satur | % | Tan, Brian | initial | |
| 9 | Specific gravity | Specific gravity | Tan, Brian | |||
| 10 | Strain rate | Strain r | /s | Tan, Brian | % per sec | |
| 11 | Void Ratio description | Void Ratio | Tan, Brian | consolidation | ||
| 12 | Ratio | Ratio | Tan, Brian | maximum lateral stress ratio (sigmaH ef/sigmaV ef) | ||
| 13 | Vertical effective stress | SigmaV ef | kPa | Tan, Brian | consolidation | |
| 14 | Overconsolidation ratio | Pc/Po | Tan, Brian | at the end of unloading | ||
| 15 | Axial strain | Epsilon a | Tan, Brian | in %; at maximum shear | ||
| 16 | Ratio | Ratio | Tan, Brian | (shear stress)/(consolidation vertical effective stress); at maximum shear | ||
| 17 | Ratio | Ratio | Tan, Brian | (excess pore pressure)/(consolidation vertical effective stress); at maximum shear | ||
| 18 | Ratio | Ratio | Tan, Brian | (shear induced pore pressure)/(consolidation vertical effective stress); at maximum shear | ||
| 19 | Ratio | Ratio | Tan, Brian | (mean stress)/(consolidation vertical effective stress); at maximum shear | ||
| 20 | Ratio | Ratio | Tan, Brian | (shear stress)/(mean stress); in %; at maximum shear | ||
| 21 | Friction angle | f | deg | Tan, Brian | at maximum shear | |
| 22 | Parameter | Parameter | Tan, Brian | A-Parameter, at maximum shear | ||
| 23 | Axial strain | Epsilon a | Tan, Brian | in %; at maximum obliquity | ||
| 24 | Ratio | Ratio | Tan, Brian | (shear stress)/(consolidation vertical effective stress); at maximum obliquity | ||
| 25 | Ratio | Ratio | Tan, Brian | (excess pore pressure)/(consolidation vertical effective stress); at maximum obliquity | ||
| 26 | Ratio | Ratio | Tan, Brian | (shear induced pore pressure)/(consolidation vertical effective stress); at maximum obliquity | ||
| 27 | Ratio | Ratio | Tan, Brian | (mean stress)/(consolidation vertical effective stress); at maximum obliquity | ||
| 28 | Ratio | Ratio | Tan, Brian | (shear stress)/(mean stress); in %; at maximum obliquity | ||
| 29 | Friction angle | f | deg | Tan, Brian | at maximum obliquity | |
| 30 | Parameter | Parameter | Tan, Brian | A-Parameter, at maximum obliquity |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
199 data points
Data
| 1 Event | 2 Sample label (DSDP/ODP/IODP sample designation) | 3 Sample label 2 | 4 H2O [%] (natural water content) | 5 Plastic index (in %, Atterberg limits test) | 6 WBD [g/cm3] | 7 Void Ratio (initial) | 8 Satur [%] (initial) | 9 Specific gravity | 10 Strain r [/s] (% per sec) | 11 Void Ratio (consolidation) | 12 Ratio (maximum lateral stress ratio ...) | 13 SigmaV ef [kPa] (consolidation) | 14 Pc/Po (at the end of unloading) | 15 Epsilon a (in %; at maximum shear) | 16 Ratio ((shear stress)/(consolidation...) | 17 Ratio ((excess pore pressure)/(conso...) | 18 Ratio ((shear induced pore pressure)...) | 19 Ratio ((mean stress)/(consolidation ...) | 20 Ratio ((shear stress)/(mean stress);...) | 21 f [deg] (at maximum shear) | 22 Parameter (A-Parameter, at maximum shear) | 23 Epsilon a (in %; at maximum obliquity) | 24 Ratio ((shear stress)/(consolidation...) | 25 Ratio ((excess pore pressure)/(conso...) | 26 Ratio ((shear induced pore pressure)...) | 27 Ratio ((mean stress)/(consolidation ...) | 28 Ratio ((shear stress)/(mean stress);...) | 29 f [deg] (at maximum obliquity) | 30 Parameter (A-Parameter, at maximum obliq...) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 204-1244B | 204-1244B-1H-4,138-148 | TX 643 | 58.99 | 39 | 1.671 | 1.458 | 104.5 | 2.58 | 0.000138889 | 1.2 | 0.464 | 327.5538 | 1 | 1.63 | 0.343 | 0.160 | 0.111 | 0.647 | 0.530 | 32.0 | 1.091 | 7.44 | 0.325 | 0.226 | 0.190 | 0.563 | 0.577 | 35.3 | 2.03 |
| 204-1244B | 204-1244B-1H-4,138-148 | TX 643 | 58.99 | 39 | 1.671 | 1.458 | 104.5 | 2.58 | 0.000138889 | 1.2 | 0.464 | 327.5538 | 1 | -6.44 | -0.201 | 0.010 | 0.325 | 0.252 | -0.798 | -53.1 | -6.44 | -0.201 | 0.010 | 0.325 | 0.252 | -0.798 | -53.1 | ||
| 204-1244B | 204-1244B-3H-3,128-138 | TX 642 | 64.52 | 45 | 1.633 | 1.595 | 104.2 | 2.58 | 0.000138889 | 1.29 | 0.454 | 452.1027 | 1 | 0.86 | 0.347 | 0.124 | 0.075 | 0.676 | 0.513 | 30.9 | 0.837 | 7.18 | 0.314 | 0.234 | 0.207 | 0.533 | 0.589 | 36.1 | 2.85 |
| 204-1244B | 204-1244B-4H-6,135-145 | TX 635 | 65.22 | 45 | 1.651 | 1.624 | 105.3 | 2.62 | 0.000138889 | 1.02 | 0.566 | 2250.7065 | 1 | 1.56 | 0.314 | 0.201 | 0.137 | 0.673 | 0.467 | 27.8 | 1.06 | 10.39 | 0.282 | 0.333 | 0.290 | 0.509 | 0.554 | 33.6 | 2.63 |
| 204-1244B | 204-1244B-3H-3,125-135 | TX 645 | 63.80 | 45 | 1.598 | 1.686 | 99.2 | 2.62 | 0.000138889 | 1.25 | 0.503 | 839.4792 | 1 | 1.25 | 0.319 | 0.171 | 0.123 | 0.000 | 0.490 | 29.4 | 1.19 | 4.03 | 0.307 | 0.254 | 0.215 | 0.555 | 0.553 | 33.6 | 2.15 |
| 204-1244B | 204-1244B-3H-3,125-135 | TX 645 | 63.80 | 45 | 1.598 | 1.686 | 99.2 | 2.62 | 0.000138889 | 1.25 | 0.503 | 839.4792 | 1 | -12.15 | 0.232 | -0.052 | 0.267 | 0.324 | -0.716 | -45.3 | -12.15 | -0.232 | -0.052 | 0.267 | 0.324 | -0.716 | -45.3 | ||
| 204-1244C | 204-1244C-9H-5,115-125 | TX 646 | 54.18 | 45 | 1.642 | 1.477 | 96.8 | 2.64 | 0.000138889 | 1.05 | 0.506 | 1598.5410 | 1 | 0.97 | 0.309 | 0.132 | 0.091 | 0.681 | 0.454 | 27.0 | 1.07 | 8.88 | 0.267 | 0.273 | 0.260 | 0.498 | 0.536 | 32.4 | 6.72 |