Solheim, Anders; Forsberg, Carl Fredrik; Pittenger, Alan (1991): (Tables 1, 2) Geotechnical properties of sediments from the Prydz Bay [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.757956, In supplement to: Solheim, A et al. (1991): Geotechnical properties of glacigenic shelf sediments from Prydz Bay, East Antarctica. In: Barron, J; Larsen, B; et al. (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 119, 143-167, https://doi.org/10.2973/odp.proc.sr.119.186.1991
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Project(s):
Ocean Drilling Program (ODP)
Coverage:
Median Latitude: -67.781000 * Median Longitude: 75.649140 * South-bound Latitude: -68.764000 * West-bound Longitude: 74.690500 * North-bound Latitude: -66.916000 * East-bound Longitude: 76.681900
Date/Time Start: 1988-01-19T03:00:00 * Date/Time End: 1988-02-03T20:00:00
Minimum DEPTH, sediment/rock: 8.95 m * Maximum DEPTH, sediment/rock: 227.99 m
Event(s):
119-739C * Latitude: -67.285000 * Longitude: 75.081800 * Date/Time Start: 1988-01-19T03:00:00 * Date/Time End: 1988-01-23T05:30:00 * Elevation: -423.0 m * Penetration: 486.8 m * Recovery: 168.5 m * Location: Prydz Bay * Campaign: Leg119 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 62 cores; 486.8 m cored; 0 m drilled; 34.6 % recovery
119-740A * Latitude: -68.764000 * Longitude: 76.681900 * Date/Time Start: 1988-01-23T18:30:00 * Date/Time End: 1988-01-27T13:15:00 * Elevation: -818.0 m * Penetration: 225.5 m * Recovery: 72.19 m * Location: Prydz Bay * Campaign: Leg119 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 31 core; 225.5 m cored; 0 m drilled; 32 % recovery
119-741A * Latitude: -68.387000 * Longitude: 76.382500 * Date/Time Start: 1988-01-27T23:00:00 * Date/Time End: 1988-01-27T12:00:00 * Elevation: -562.0 m * Penetration: 128.1 m * Recovery: 33.6 m * Location: Prydz Bay * Campaign: Leg119 * Basis: Joides Resolution * Method/Device: Drilling/drill rig (DRILL) * Comment: 14 cores; 128.1 m cored; 0 m drilled; 26.2 % recovery
Comment:
land-based laboratory analyses of the whole-round core samples
Parameter(s):
| # | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
|---|---|---|---|---|---|---|
| 1 | Event label | Event | ||||
| 2 | Sample code/label | Sample label | Solheim, Anders | DSDP/ODP/IODP sample designation | ||
| 3 | DEPTH, sediment/rock | Depth sed | m | Geocode | ||
| 4 | Sample thickness | Samp thick | cm | Solheim, Anders | length | |
| 5 | Lithology/composition/facies | Lithology | Solheim, Anders | |||
| 6 | Sample comment | Sample comment | Solheim, Anders | |||
| 7 | Overburden pressure | Overb press | kPa | Solheim, Anders | in-situ effective stress | |
| 8 | Preconsolidation pressure | Pc | kPa | Solheim, Anders | ||
| 9 | Overconsolidation ratio | Pc/Po | Solheim, Anders | |||
| 10 | Darcys coefficient of permeability | k | m/a | Solheim, Anders | ||
| 11 | Shear strength, primary | Shear str | kPa | Solheim, Anders | undrained | |
| 12 | Void Ratio description | Void Ratio | Solheim, Anders | initial | ||
| 13 | - | - | Solheim, Anders | slope of the virgin compression curves of the oedometer tests | ||
| 14 | Plastic limit | Plastic limit | Solheim, Anders | |||
| 15 | Liquid limit | Liq limit | Solheim, Anders | |||
| 16 | Plastic index | Plastic index | Solheim, Anders | |||
| 17 | Water content, dry mass | Water dm | % | Solheim, Anders | natural | |
| 18 | Size fraction < 0.002 mm, clay | <2 µm | % | Solheim, Anders | ||
| 19 | Silt | Silt | % | Solheim, Anders | ||
| 20 | Sand | Sand | % | Solheim, Anders | ||
| 21 | Size fraction > 2 mm, gravel | >2 mm | % | Solheim, Anders |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
443 data points
Data
| 1 Event | 2 Sample label | 3 Depth sed [m] | 4 Samp thick [cm] | 5 Lithology | 6 Sample comment | 7 Overb press [kPa] | 8 Pc [kPa] | 9 Pc/Po | 10 k [m/a] | 11 Shear str [kPa] | 12 Void Ratio | 13 - | 14 Plastic limit | 15 Liq limit | 16 Plastic index | 17 Water dm [%] | 18 <2 µm [%] | 19 Silt [%] | 20 Sand [%] | 21 >2 mm [%] |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 119-739C | 119-739C-4R-3,0-15 | 27.10 | 15 | Massive diamictite | triaxial test of measurement of undrained shear strength | 286 | 4370 | 15.3 | 660.0 | 13.000 | 31 | 18 | 17 | 34.4 | 17.7 | 47.3 | 0.60 | |||
| 119-739C | 119-739C-5R-1,94-99 | 29.64 | 5 | Massive diamictite | consolidation test in oedometer | 335 | 2000 | 6.0 | 0.015000 | 430.0 | 0.5 | 0.036 | 15 | 33 | 18 | 16.0 | 37.0 | 13.0 | 48.80 | 1.3 |
| 119-739C | 119-739C-13R-1,140-150 | 107.30 | 10 | Massive diamictite | consolidation test in oedometer | 1410 | 2900 | 2.1 | 0.000800 | 750.0 | 0.66 | 0.043 | 17 | 35 | 18 | 11.0 | 31.1 | 18.3 | 49.80 | 0.8 |
| 119-739C | 119-739C-13R-1,140-150 | 107.30 | 10 | Massive diamictite | direct shear test for measurement of undrained shear strength | 1410 | 2820 | 2.0 | 714.0 | 0.043 | 17 | 35 | 18 | 11.0 | 31.1 | 18.3 | 49.80 | 0.8 | ||
| 119-739C | 119-739C-14R-2,60-65 | 117.60 | 5 | Massive diamictite | consolidation test in oedometer | 1511 | 6200 | 4.1 | 0.000600 | 1360.0 | 0.53 | 0.037 | 14 | 32 | 18 | 10.0 | 30.5 | 15.9 | 50.90 | 2.7 |
| 119-739C | 119-739C-15R-1,119-124 | 126.39 | 5 | Massive diamictite | consolidation test in oedometer | 1596 | ?6000 | 3.8 | 0.001500 | 1440.0 | 0.54 | 0.034 | 14 | 35 | 21 | 10.0 | 39.3 | 15.3 | 44.50 | 0.9 |
| 119-739C | 119-739C-16R-1,135-150 | 131.65 | 15 | Massive diamictite | triaxial test of measurement of undrained shear strength | 1670 | 7350 | 4.4 | 1709.0 | 14.000 | 35 | 21 | 14 | 35.6 | 14.5 | 47.6 | 2.30 | |||
| 119-739C | 119-739C-17R-2,145-150 | 137.95 | 5 | Massive diamictite | consolidation test in oedometer | 1748 | 7000 | 4.0 | 0.000300 | 1540.0 | 0.56 | 0.036 | 14 | 32 | 18 | 13.0 | 36.0 | 18.1 | 43.90 | 1.9 |
| 119-739C | 119-739C-19R-1,135-150 | 146.05 | 15 | Massive diamictite | triaxial test of measurement of undrained shear strength, permeability measurement in triaxial cell | 1845 | 10150 | 5.5 | 0.000314 | 2488.0 | 14.000 | 40 | 26 | 19 | 31.2 | 24.5 | 43.4 | 1.00 | ||
| 119-739C | 119-739C-21R-1,18-23 | 154.48 | 5 | Massive diamictite | consolidation test in oedometer | 1951 | 8000 | 4.1 | 0.002000 | 1930.0 | 0.94 | 0.068 | 20 | 49 | 29 | 17.0 | 33.9 | 22.6 | 41.10 | 2.3 |
| 119-739C | 119-739C-23R-2,31-36 | 165.81 | 5 | Massive diamictite | unconfined compression test for measurement of undrained shear strength | 17 | 39 | 22 | 10.0 | 40.1 | 14.8 | 43.50 | 1.6 | |||||||
| 119-739C | 119-739C-26R-2,140-145 | 186.10 | 5 | Stratified diamictite | consolidation test in oedometer | 2334 | 8200 | 3.5 | 0.005000 | 1980.0 | 3.02 | 0.250 | 30 | 57 | 27 | 21.0 | 51.1 | 32.7 | 16.20 | 0.0 |
| 119-739C | 119-739C-30R-5,19-24 | 227.99 | 5 | Stratified diamictite | consolidation test in oedometer | 2829 | 10000 | 3.5 | 0.001500 | 2350.0 | 2.64 | 0.220 | 26 | 48 | 22 | 27.0 | 32.5 | 32.6 | 33.00 | 1.9 |
| 119-740A | 119-740A-3R-3,145-150 | 18.15 | 5 | Massive diamicton | consolidation test in oedometer | 80 | 100 | 1.3 | 0.036000 | 30.0 | 0.95 | 0.074 | 17 | 37 | 20 | 21.0 | 35.6 | 21.8 | 40.50 | 2.1 |
| 119-741A | 119-741A-5R-2,91-96 | 35.91 | 5 | Sand/siltstone | consolidation test in oedometer | 420 | >10000 | >24.0 | ?0.020000 | >1800.0 | 12 | 48 | 36 | 15.0 | 41.9 | 43.6 | 14.40 | 0.1 | ||
| 119-741A | 119-741A-6R-1,78-83 | 43.98 | 5 | Sand/siltstone | consolidation test in oedometer | 483 | >10000 | >21.0 | 0.000070 | >2030.0 | 22 | 62 | 40 | 15.0 | 37.6 | 36.2 | 26.20 | 0.0 | ||
| 119-741A | 119-741A-10R-2,63-68 | 84.03 | 5 | Sand/siltstone | consolidation test in oedometer | 964 | >10000 | >10.0 | 0.000200 | >1740.0 | 22 | 48 | 26 | 13.0 | 58.6 | 32.9 | 8.45 | 0.0 | ||
| 119-742A | 119-742A-8R-2,86-91 | 57.86 | 5 | Massive diamictite | consolidation test in oedometer | 705 | 2000 | 2.8 | 0.003000 | 510.0 | 0.66 | 0.046 | 15 | 40 | 25 | 12.0 | 37.7 | 15.4 | 45.73 | 1.2 |
| 119-742A | 119-742A-14R-1,21-26 | 113.51 | 5 | Massive diamictite | consolidation test in oedometer | 1390 | 2000 | 1.4 | 0.007000 | 560.0 | 0.69 | 0.048 | 14 | 37 | 23 | 15.0 | 37.1 | 13.7 | 46.20 | 3.0 |
| 119-742A | 119-742A-17R-1,49-54 | 142.79 | 5 | Diffusely layered diamictite | consolidation test in oedometer | 1639 | ?6000 | 3.7 | 0.002000 | 1440.0 | 0.61 | 0.040 | 15 | 39 | 24 | 15.0 | 35.8 | 13.9 | 47.70 | 2.6 |
| 119-742A | 119-742A-19R-5,33-138 | 169.03 | 5 | Diffusely layered diamictite | unconfined compression test for measurement of undrained shear strength | 16 | 42 | 26 | 12.0 | 33.1 | 14.2 | 47.90 | 4.8 | |||||||
| 119-742A | 119-742A-21R-2,0-5 | 182.50 | 5 | Massive diamictite | consolidation test in oedometer | 2115 | 7500 | 3.5 | 0.000300 | 1900.0 | 0.91 | 0.065 | 19 | 51 | 32 | 17.0 | 48.1 | 21.6 | 28.00 | 1.7 |
| 119-742A | 119-742A-23R-3,102-107 | 204.32 | 5 | Massive diamictite | consolidation test in oedometer | 2446 | 9000 | 3.7 | 0.001200 | 2150.0 | 1 | 0.077 | 17 | 38 | 21 | 14.0 | 35.2 | 23.5 | 37.50 | 3.8 |
| 119-743A | 119-743A-4H-3,135-150 | 8.95 | 15 | Massive diamicton | triaxial test of measurement of undrained shear strength, permeability measurement in triaxial cell | 104 | 177 | 1.7 | 0.001700 | 47.4 | 15 | 34 | 19 | 20.0 | 34.3 | 17.7 | 43.50 | 4.5 | ||
| 119-743A | 119-743A-9X-1,145-150 | 40.20 | 5 | Massive diamicton | consolidation test in oedometer | 502 | 400 | 0.8 | 0.002000 | 130.0 | 0.74 | 0.055 | 15 | 39 | 24 | 16.0 | 36.6 | 10.6 | 48.40 | 4.4 |