Stein, Ruediger; Winkelmann, Daniel (2006): Shear strength measurements of undrained sediment core PS66/345-1 [dataset]. Alfred Wegener Institute, Helmholtz Centre for Polar and Marine Research, Bremerhaven, PANGAEA, https://doi.org/10.1594/PANGAEA.351454
Always quote citation above when using data! You can download the citation in several formats below.
Related to:
Stein, Ruediger (2005): Scientific cruise report of the Arctic Expedition ARK-XX/3 of RV Polarstern in 2004: Fram Strait, Yermak Plateau and East Greenland Continental Margin. Berichte zur Polar- und Meeresforschung = Reports on Polar and Marine Research, 517, 188 pp, https://doi.org/10.2312/BzPM_0517_2005
Project(s):
Coverage:
Latitude: 79.059700 * Longitude: -11.251800
Date/Time Start: 2004-09-24T07:30:00 * Date/Time End: 2004-09-24T07:30:00
Minimum DEPTH, sediment/rock: 0.030 m * Maximum DEPTH, sediment/rock: 1.850 m
Event(s):
PS66/345-1 * Latitude: 79.059700 * Longitude: -11.251800 * Date/Time: 2004-09-24T07:30:00 * Elevation: -318.0 m * Penetration: 2 m * Recovery: 1.86 m * Campaign: ARK-XX/3 (PS66) * Basis: Polarstern * Method/Device: Gravity corer (GC) * Comment: 2 core sections: 0-0.87, 0.87-1.87 m
Parameter(s):
# | Name | Short Name | Unit | Principal Investigator | Method/Device | Comment |
---|---|---|---|---|---|---|
1 | DEPTH, sediment/rock | Depth sed | m | Geocode | ||
2 | Shear strength, primary | Shear str | kPa | Stein, Ruediger | Rotovisco, Haake | Printer readings |
3 | Shear strength, primary | Shear str | kPa | Stein, Ruediger | Cone penetration test with pore pressure (ISSMGE, 1999) | 60g/60° |
4 | Shear strength, primary | Shear str | kPa | Stein, Ruediger | Cone penetration test with pore pressure (ISSMGE, 1999) | 100g/30° |
5 | Shear strength, primary | Shear str | kPa | Stein, Ruediger | Cone penetration test with pore pressure (ISSMGE, 1999) | 400g/30° |
6 | Comment | Comment | Stein, Ruediger |
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
113 data points
Data
1 Depth sed [m] | 2 Shear str [kPa] (Printer readings, Rotovisco, ...) | 3 Shear str [kPa] (60g/60°, Cone penetration tes...) | 4 Shear str [kPa] (100g/30°, Cone penetration te...) | 5 Shear str [kPa] (400g/30°, Cone penetration te...) | 6 Comment |
---|---|---|---|---|---|
0.030 | 19.0 | ||||
0.050 | 1.0 | ||||
0.060 | 18.5 | ||||
0.075 | 13.0 | ||||
0.090 | 10.0 | ||||
0.100 | 3.0 | ||||
0.110 | 8.5 | ||||
0.130 | 4.0 | 9.0 | |||
0.150 | 7.5 | ||||
0.160 | 13.5 | ||||
0.170 | 7.0 | ||||
0.190 | 10.0 | ||||
0.200 | 4.5 | ||||
0.210 | 7.0 | ||||
0.230 | 7.0 | 5.0 | 13.5 | ||
0.250 | 11.5 | ||||
0.280 | 9.0 | 11.5 | |||
0.310 | 6.0 | ||||
0.320 | 27.0 | ||||
0.340 | 5.5 | ||||
0.370 | 29.5 | 5.5 | |||
0.400 | 6.0 | ||||
0.420 | 30.0 | ||||
0.430 | 6.0 | ||||
0.460 | 6.0 | ||||
0.480 | 27.0 | ||||
0.490 | 5.5 | ||||
0.520 | 19.5 | 7.5 | |||
0.550 | 6.0 | ||||
0.570 | 15.5 | ||||
0.580 | 6.0 | ||||
0.610 | 5.5 | ||||
0.620 | 28.0 | ||||
0.640 | 6.5 | 14.0 | |||
0.670 | 40.0 | 5.0 | 9.5 | ||
0.700 | 12.0 | ||||
0.720 | 66.0 | ||||
0.730 | 9.5 | ||||
0.760 | 7.5 | ||||
0.770 | 36.0 | ||||
0.790 | 14.0 | ||||
0.820 | 24.5 | 10.0 | |||
0.850 | 14.0 | ||||
0.900 | 15.0 | ||||
0.920 | 47.5 | ||||
0.930 | 11.0 | ||||
0.960 | 31.5 | 10.0 | |||
0.990 | 88.0 | 9.5 | |||
1.020 | 74.5 | 11.0 | |||
1.050 | 33.5 | 16.0 | |||
1.080 | 49.5 | 12.0 | |||
1.110 | 9.0 | ||||
1.140 | 55.0 | 12.0 | |||
1.170 | 29.5 | 11.5 | |||
1.200 | 39.5 | 8.5 | |||
1.230 | 71.5 | 9.5 | |||
1.260 | 52.0 | 7.0 | |||
1.290 | 45.5 | 10.5 | |||
1.320 | 43.5 | 12.5 | |||
1.350 | 16.0 | stone | |||
1.380 | 22.0 | 9.0 | |||
1.410 | 17.0 | 10.5 | |||
1.440 | 18.5 | 7.5 | |||
1.470 | 10.5 | 13.0 | |||
1.500 | 11.5 | 11.5 | |||
1.530 | 14.0 | 9.5 | |||
1.560 | 15.0 | 10.0 | |||
1.590 | 19.5 | 9.0 | |||
1.620 | 30.0 | 6.0 | |||
1.650 | 36.5 | 8.0 | |||
1.680 | 28.5 | 7.0 | |||
1.710 | 22.5 | 8.0 | |||
1.740 | 27.0 | 8.0 | |||
1.760 | stone | ||||
1.830 | stone | ||||
1.845 | 17.0 | ||||
1.850 | 9.5 |